首页 期刊 论文 学科刊群 资讯 加盟 关于
EN
image
Article(id=1207271186468258802, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1207271180105499439, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2025.20242153, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=research-article, receivedDate=1729094400000, receivedDateStr=2024-10-17, revisedDate=1733414400000, revisedDateStr=2024-12-06, acceptedDate=null, acceptedDateStr=null, onlineDate=1765765480867, onlineDateStr=2025-12-15, pubDate=1758729600000, pubDateStr=2025-09-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1765765480867, onlineIssueDateStr=2025-12-15, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1765765480867, creator=13701087609, updateTime=1765765480867, updator=13701087609, issue=Issue{id=1207271180105499439, tenantId=1146029695717560320, journalId=1205116964453384197, year='2025', volume='43', issue='9', pageStart='1', pageEnd='220', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=1, specialIssue=null, createTime=1765765479351, creator=13701087609, updateTime=1765765681303, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1207272027254247478, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1207271180105499439, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1207272027254247479, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1207271180105499439, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=166, endPage=170, ext={EN=ArticleExt(id=1207271187168706568, articleId=1207271186468258802, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Stability Analysis of High-pressure Branch Pipes in High-head Pumped Storage Power Station, columnId=null, journalTitle=Water Resources and Power, columnName=null, runingTitle=null, highlight=null, articleAbstract=

The maximum water head endured by the floor of the high-pressure branch pipe at the Zhongdong Pumped Storage Power Station in Huizhou, Guangdong, is approximately 800 m during operation. The stability of the surrounding rock under this high internal water pressure is critical to the station's safe operation. To address this, in-situ stress and high-pressure water injection tests were conducted. Combined with three-dimensional in-situ stress field inversion, the stress field distribution, permeability characteristics, and hydraulic fracturing resistance of the high-pressure branch pipe area were analyzed, and the layout of bifurcated pipe was optimized. The results indicate that the maximum principal stress in the high-pressure branch pipe section ranges from 15.0 to 16.6 MPa, and the minimum principal stress ranges from 8.4 to 9.7 MPa. The rock permeability ranges from 0.01 to 0.19 Lu, indicating very low to low permeability. The initial high-pressure branch pipe location meets the stability requirements against uplift and seepage. However, within a 7 m range of the branch pipe opening, the class Ⅲ rock mass segment is affected by faults and does not meet the engineering requirements for hydraulic fracturing resistance. Based on a comprehensive analysis of the surrounding rock conditions, uplift resistance, hydraulic fracturing resistance, and seepage resistance, the initial high-pressure branch pipe location was shifted 10 m toward the powerhouse, which meets the stability requirements for uplift, hydraulic fracturing resistance, and seepage resistance.

, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, authorCompany=null, fund=null, authors=null, authorsList=Kun-peng FENG, Cheng-teng LV, Hai-feng XIE, Chao ZHOU, Yuan-kun LIU), CN=ArticleExt(id=1207271190876471549, articleId=1207271186468258802, tenantId=1146029695717560320, journalId=1205116964453384197, language=CN, title=高水头抽水蓄能电站高压岔管稳定性分析, columnId=1207271182659833999, journalTitle=水电能源科学, columnName=水能利用及水电站工程, runingTitle=null, highlight=null, articleAbstract=

广东惠州中洞抽水蓄能电站高压岔管运行期最大水头约800 m，其高内水压下的围岩稳定性对电站安全运行至关重要。为此，开展现场地应力与高压压水试验，联合三维地应力场反演，分析了高压岔管部位的地应力场分布规律、渗透特性及抗劈裂能力，并优化岔管布置。结果表明，高压岔管段最大主应力为15.0~16.6 MPa，最小主应力为8.4~9.7 MPa；岩体渗透率介于0.01~0.19 Lu之间，呈极微—微透水；初设岔管位置满足抗抬和抗渗透要求，但岔管口7 m范围内Ⅲ类岩体洞段受断层影响，不满足工程抗水力劈裂要求；通过围岩条件和抗抬、抗劈裂及抗渗透等因素综合分析，将初设岔管位置向厂房方向平移10 m，平移后可满足抗抬、抗水力劈裂和抗渗透稳定要求。

, correspAuthors=null, authorNote=null, correspAuthorsNote=
周朝（1993-），男，博士研究生、工程师，研究方向为地应力场、岩石动力学、岩爆等，E-mail：
, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=XuLMWvgbQLIpPDLJZbW16Q==, magXml=Y61g+L1InoEt+qJrHUy0gQ==, pdfUrl=null, pdf=tScRS09Es685wfe1Iytrkw==, pdfFileSize=1789880, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=m7kfQ3qBlNVNu+8/syMkcA==, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=R4VURyJR9a2sMALcHsVu/g==, mapNumber=null, authorCompany=null, fund=null, authors=

冯鲲鹏（1983-），男，高级工程师，研究方向为水利水电工程地质勘察，E-mail：

, authorsList=冯鲲鹏, 吕城腾, 谢海峰, 周朝, 刘元坤)}, authors=[Author(id=1207271192575164722, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=feng.kp@gpdiwe.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1207271192713576771, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, authorId=1207271192575164722, language=EN, stringName=Kun-peng FENG, firstName=Kun-peng, middleName=null, lastName=FENG, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=1, address=1.Guangdong Hydropower Planning & Design Institute Co., Ltd., Guangzhou 510635, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1207271192793268554, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, authorId=1207271192575164722, language=CN, stringName=冯鲲鹏, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=1, address=1.广东省水利电力勘测设计研究院有限公司，广东 广州 510635, bio={"content":"

冯鲲鹏（1983-），男，高级工程师，研究方向为水利水电工程地质勘察，E-mail：

"}, bioImg=null, bioContent=

冯鲲鹏（1983-），男，高级工程师，研究方向为水利水电工程地质勘察，E-mail：

, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1207271191304290582, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, xref=1., ext=[AuthorCompanyExt(id=1207271191316873496, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271191304290582, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=1.Guangdong Hydropower Planning & Design Institute Co., Ltd., Guangzhou 510635, China), AuthorCompanyExt(id=1207271191321067801, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271191304290582, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=1.广东省水利电力勘测设计研究院有限公司，广东 广州 510635)])]), Author(id=1207271192885543251, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, orderNo=1, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=null, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1207271193019760993, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, authorId=1207271192885543251, language=EN, stringName=Cheng-teng LV, firstName=Cheng-teng, middleName=null, lastName=LV, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=1, address=1.Guangdong Hydropower Planning & Design Institute Co., Ltd., Guangzhou 510635, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1207271193124618604, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, authorId=1207271192885543251, language=CN, stringName=吕城腾, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=1, address=1.广东省水利电力勘测设计研究院有限公司，广东 广州 510635, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1207271191304290582, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, xref=1., ext=[AuthorCompanyExt(id=1207271191316873496, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271191304290582, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=1.Guangdong Hydropower Planning & Design Institute Co., Ltd., Guangzhou 510635, China), AuthorCompanyExt(id=1207271191321067801, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271191304290582, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=1.广东省水利电力勘测设计研究院有限公司，广东 广州 510635)])]), Author(id=1207271193258836345, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, orderNo=2, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=null, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1207271193443385737, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, authorId=1207271193258836345, language=EN, stringName=Hai-feng XIE, firstName=Hai-feng, middleName=null, lastName=XIE, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=1, address=1.Guangdong Hydropower Planning & Design Institute Co., Ltd., Guangzhou 510635, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1207271193569214868, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, authorId=1207271193258836345, language=CN, stringName=谢海峰, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=1, address=1.广东省水利电力勘测设计研究院有限公司，广东 广州 510635, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1207271191304290582, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, xref=1., ext=[AuthorCompanyExt(id=1207271191316873496, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271191304290582, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=1.Guangdong Hydropower Planning & Design Institute Co., Ltd., Guangzhou 510635, China), AuthorCompanyExt(id=1207271191321067801, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271191304290582, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=1.广东省水利电力勘测设计研究院有限公司，广东 广州 510635)])]), Author(id=1207271193749569958, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, orderNo=3, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=zc_chaozhou@163.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1207271193887982001, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, authorId=1207271193749569958, language=EN, stringName=Chao ZHOU, firstName=Chao, middleName=null, lastName=ZHOU, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=2, address=2.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1207271194026394044, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, authorId=1207271193749569958, language=CN, stringName=周朝, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=2, address=2.长江科学院水利部岩土力学与工程重点实验室，湖北 武汉 430010, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1207271192424169765, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, xref=2., ext=[AuthorCompanyExt(id=1207271192440946983, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271192424169765, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=2.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China), AuthorCompanyExt(id=1207271192445141288, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271192424169765, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=2.长江科学院水利部岩土力学与工程重点实验室，湖北 武汉 430010)])]), Author(id=1207271194131251649, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, orderNo=4, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=null, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1207271194307412428, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, authorId=1207271194131251649, language=EN, stringName=Yuan-kun LIU, firstName=Yuan-kun, middleName=null, lastName=LIU, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=2, address=2.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1207271194403881430, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, authorId=1207271194131251649, language=CN, stringName=刘元坤, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=2, address=2.长江科学院水利部岩土力学与工程重点实验室，湖北 武汉 430010, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1207271192424169765, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, xref=2., ext=[AuthorCompanyExt(id=1207271192440946983, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271192424169765, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=2.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China), AuthorCompanyExt(id=1207271192445141288, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271192424169765, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=2.长江科学院水利部岩土力学与工程重点实验室，湖北 武汉 430010)])])], keywords=[Keyword(id=1207271194621985247, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, orderNo=1, keyword=high-pressure bifurcated pipe), Keyword(id=1207271194789757411, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, orderNo=2, keyword=in-situ stress), Keyword(id=1207271194907197932, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, orderNo=3, keyword=high hydraulic pressure), Keyword(id=1207271195024638453, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, orderNo=4, keyword=stability), Keyword(id=1207271195184022016, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, orderNo=5, keyword=layout optimization), Keyword(id=1207271195335016972, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, orderNo=1, keyword=高压岔管), Keyword(id=1207271195423097364, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, orderNo=2, keyword=地应力), Keyword(id=1207271195620229663, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, orderNo=3, keyword=高压压水), Keyword(id=1207271195758641710, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, orderNo=4, keyword=稳定性), Keyword(id=1207271196924658229, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, orderNo=5, keyword=布置优化)], refs=[Reference(id=1207271199973917405, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2006, volume=25, issue=null, pageStart=3965, pageEnd=3970, url=null, language=null, rfNumber=[1], rfOrder=0, authorNames=李永松, 尹健民, 艾凯, journalName=岩石力学与工程学报, refType=null, unstructuredReference=李永松, 尹健民, 艾凯, 等. 深圳抽水蓄能电站地应力测试分析及其在地下硐室设计中的应用[J]. 岩石力学与工程学报, 2006, 25(): 3965-3970., articleTitle=深圳抽水蓄能电站地应力测试分析及其在地下硐室设计中的应用, refAbstract=增刊2), Reference(id=1207271200061997794, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2020, volume=38, issue=8, pageStart=83, pageEnd=86, url=null, language=null, rfNumber=[2], rfOrder=1, authorNames=张军, 吴俊杰, 刘峰, journalName=水电能源科学, refType=null, unstructuredReference=张军, 吴俊杰, 刘峰. 新疆克拉玛依市供水系统工程高压岔管群体型结构整体受力计算三维有限元优化分析[J]. 水电能源科学, 2020, 38(8): 83-86., articleTitle=新疆克拉玛依市供水系统工程高压岔管群体型结构整体受力计算三维有限元优化分析, refAbstract=null), Reference(id=1207271200171049703, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2022, volume=null, issue=12, pageStart=115, pageEnd=119, url=null, language=null, rfNumber=[3], rfOrder=2, authorNames=吴俊杰, 杨雪莲, 陈显龙, journalName=水利规划与设计, refType=null, unstructuredReference=吴俊杰, 杨雪莲, 陈显龙. 阿尔塔什高压混凝土岔管透水理论配筋设计[J]. 水利规划与设计, 2022(12): 115-119., articleTitle=阿尔塔什高压混凝土岔管透水理论配筋设计, refAbstract=null), Reference(id=1207271201391592171, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2007, volume=null, issue=null, pageStart=null, pageEnd=null, url=null, language=null, rfNumber=[4], rfOrder=3, authorNames=邓柏旺, journalName=null, refType=null, unstructuredReference=邓柏旺. 地下钢筋混凝土高压岔管围岩稳定与衬砌结构分析[D]. 南京: 河海大学, 2007., articleTitle=地下钢筋混凝土高压岔管围岩稳定与衬砌结构分析, refAbstract=null), Reference(id=1207271201488061168, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2009, volume=40, issue=9, pageStart=68, pageEnd=70, url=null, language=null, rfNumber=[5], rfOrder=4, authorNames=李永松, 尹健民, 艾凯, journalName=人民长江, refType=null, unstructuredReference=李永松, 尹健民, 艾凯. 阳江抽水蓄能电站高压隧洞稳定性分析[J]. 人民长江, 2009, 40(9): 68-70., articleTitle=阳江抽水蓄能电站高压隧洞稳定性分析, refAbstract=null), Reference(id=1207271201555170035, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2017, volume=13, issue=null, pageStart=865, pageEnd=871, url=null, language=null, rfNumber=[6], rfOrder=5, authorNames=袁国庆, 施裕兵, journalName=地下空间与工程学报, refType=null, unstructuredReference=袁国庆, 施裕兵. 400 m级高水头隧洞岩体抬动劈裂及渗透研究[J]. 地下空间与工程学报, 2017, 13(): 865-871., articleTitle=400 m级高水头隧洞岩体抬动劈裂及渗透研究, refAbstract=增刊2), Reference(id=1207271201639056117, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2020, volume=41, issue=9, pageStart=46, pageEnd=52, url=null, language=null, rfNumber=[7], rfOrder=6, authorNames=耿必君, 任鑫, 张祥富, journalName=人民珠江, refType=null, unstructuredReference=耿必君, 任鑫, 张祥富, 等. 抽水蓄能电站地下厂房区地应力测试研究[J]. 人民珠江, 2020, 41(9): 46-52., articleTitle=抽水蓄能电站地下厂房区地应力测试研究, refAbstract=null), Reference(id=1207271201710359287, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2022, volume=null, issue=2, pageStart=38, pageEnd=42, url=null, language=null, rfNumber=[8], rfOrder=7, authorNames=柏正林, 黄运龙, 谢文涛, journalName=勘察科学技术, refType=null, unstructuredReference=柏正林, 黄运龙, 谢文涛. 某抽水蓄能电站高压岔管区围岩水力劈裂机理分析[J]. 勘察科学技术, 2022(2): 38-42., articleTitle=某抽水蓄能电站高压岔管区围岩水力劈裂机理分析, refAbstract=null), Reference(id=1207271201806828282, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2023, volume=null, issue=null, pageStart=193, pageEnd=197, url=null, language=null, rfNumber=[9], rfOrder=8, authorNames=韩国强, 白云哲, 柯雄, journalName=电力勘测设计, refType=null, unstructuredReference=韩国强, 白云哲, 柯雄. 高压压水试验在某抽水蓄能电站工程中的应用[J]. 电力勘测设计, 2023(): 193-197., articleTitle=高压压水试验在某抽水蓄能电站工程中的应用, refAbstract=增刊2), Reference(id=1207271201886520060, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2024, volume=45, issue=7, pageStart=2167, pageEnd=2174, url=null, language=null, rfNumber=[10], rfOrder=9, authorNames=韩晓玉, 郑炜烽, 董志宏, journalName=岩土力学, refType=null, unstructuredReference=韩晓玉, 郑炜烽, 董志宏, 等. 高水头抽水蓄能电站地应力综合测试及抗劈裂分析[J]. 岩土力学, 2024, 45(7): 2167-2174., articleTitle=高水头抽水蓄能电站地应力综合测试及抗劈裂分析, refAbstract=null), Reference(id=1207271201991377664, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2018, volume=null, issue=null, pageStart=null, pageEnd=null, url=null, language=null, rfNumber=[11], rfOrder=10, authorNames=国家能源局, journalName=null, refType=null, unstructuredReference=国家能源局. 水电工程钻孔压水试验规程: NB/T 35113-2018[S]. 北京: 中国电力出版社, 2018., articleTitle=null, refAbstract=null), Reference(id=1207271202142372612, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2022, volume=41, issue=null, pageStart=2725, pageEnd=2734, url=null, language=null, rfNumber=[12], rfOrder=11, authorNames=周朝, 尹健民, 董志宏, journalName=岩石力学与工程学报, refType=null, unstructuredReference=周朝, 尹健民, 董志宏, 等. 考虑边界荷载作用方向的特长隧道初始应力场分区反演方法[J]. 岩石力学与工程学报, 2022, 41(): 2725-2734., articleTitle=考虑边界荷载作用方向的特长隧道初始应力场分区反演方法, refAbstract=增刊1), Reference(id=1207271202247230214, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, doi=null, pmid=null, pmcid=null, year=2016, volume=null, issue=null, pageStart=null, pageEnd=null, url=null, language=null, rfNumber=[13], rfOrder=12, authorNames=中华人民共和国水利部, journalName=null, refType=null, unstructuredReference=中华人民共和国水利部. 水工隧洞设计规范: SL 279-2016[S]. 北京: 中国水利水电出版社, 2016., articleTitle=null, refAbstract=null)], funds=null, companyList=[AuthorCompany(id=1207271191304290582, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, xref=1., ext=[AuthorCompanyExt(id=1207271191316873496, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271191304290582, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=1.Guangdong Hydropower Planning & Design Institute Co., Ltd., Guangzhou 510635, China), AuthorCompanyExt(id=1207271191321067801, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271191304290582, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=1.广东省水利电力勘测设计研究院有限公司，广东 广州 510635)]), AuthorCompany(id=1207271192424169765, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, xref=2., ext=[AuthorCompanyExt(id=1207271192440946983, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271192424169765, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=2.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China), AuthorCompanyExt(id=1207271192445141288, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, companyId=1207271192424169765, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=2.长江科学院水利部岩土力学与工程重点实验室，湖北 武汉 430010)])], figs=[ArticleFig(id=1207271197201482312, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Fig. 1, caption=Engineering geological plan of the high pressure bifurcated pipe of elevation 165 m, figureFileSmall=5ckSY9mg7cbMdeC/VZ8I4w==, figureFileBig=m7kfQ3qBlNVNu+8/syMkcA==, tableContent=null), ArticleFig(id=1207271197356671571, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=图1, caption=高压岔管部位高程165 m工程地质平切图, figureFileSmall=5ckSY9mg7cbMdeC/VZ8I4w==, figureFileBig=m7kfQ3qBlNVNu+8/syMkcA==, tableContent=null), ArticleFig(id=1207271197620912738, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Fig. 2, caption=The relationship between stress value and hole depth using hydraulic fracturing method in borehole ZKPD05 and ZKPD09, figureFileSmall=Nr26KCvCMkqf1GND8GHN6w==, figureFileBig=759ykqUFrpkkHIYrzL1plw==, tableContent=null), ArticleFig(id=1207271197729964649, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=图2, caption=ZKPD05、ZKPD09钻孔水压致裂法应力值与孔深关系, figureFileSmall=Nr26KCvCMkqf1GND8GHN6w==, figureFileBig=759ykqUFrpkkHIYrzL1plw==, tableContent=null), ArticleFig(id=1207271197822239342, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Fig. 3, caption=Computational model diagram, figureFileSmall=6AsQ0Uz3C8ZC9sBdMow35A==, figureFileBig=n/5ylGfjMpN3A/AiAL2+AA==, tableContent=null), ArticleFig(id=1207271197939679860, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=图3, caption=计算模型图, figureFileSmall=6AsQ0Uz3C8ZC9sBdMow35A==, figureFileBig=n/5ylGfjMpN3A/AiAL2+AA==, tableContent=null), ArticleFig(id=1207271198052926075, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Fig. 4, caption=Contour map of principal stress distribution in the model, figureFileSmall=U9Kr297fyHB+pHD7zSBZMw==, figureFileBig=/lz2NAGF8BbMAKBfaKBCrQ==, tableContent=null), ArticleFig(id=1207271198132617859, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=图4, caption=模型主应力分布云图, figureFileSmall=U9Kr297fyHB+pHD7zSBZMw==, figureFileBig=/lz2NAGF8BbMAKBfaKBCrQ==, tableContent=null), ArticleFig(id=1207271198237475469, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Fig. 5, caption=Contour map of principal stress distribution along the deeply buried section of the water conveyance route, figureFileSmall=H/+vDYw4m3zH8m61h6jRDg==, figureFileBig=r1Zm1jGcFYpe9W0QGgUBuw==, tableContent=null), ArticleFig(id=1207271198363304595, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=图5, caption=深埋段输水线路剖面主应力分布云图, figureFileSmall=H/+vDYw4m3zH8m61h6jRDg==, figureFileBig=r1Zm1jGcFYpe9W0QGgUBuw==, tableContent=null), ArticleFig(id=1207271198459773592, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Fig. 6, caption=Minimum principal stress distribution in borehole ZKPD09, figureFileSmall=dTS/sXFEHijhrDGYuEOVfA==, figureFileBig=I51pEFVQv66z5ZcJU8nZ0g==, tableContent=null), ArticleFig(id=1207271198715626146, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=图6, caption=ZKPD09孔最小主应力分布, figureFileSmall=dTS/sXFEHijhrDGYuEOVfA==, figureFileBig=I51pEFVQv66z5ZcJU8nZ0g==, tableContent=null), ArticleFig(id=1207271198807900841, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Fig. 7, caption=Layout optimization of high pressure bifurcated pipe, figureFileSmall=0p4zTWpTrd9F5Wp3o4JOWw==, figureFileBig=O8lS9ImKd2IrRmcrbpQnsA==, tableContent=null), ArticleFig(id=1207271198967284401, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=图7, caption=高压岔管布置优化, figureFileSmall=0p4zTWpTrd9F5Wp3o4JOWw==, figureFileBig=O8lS9ImKd2IrRmcrbpQnsA==, tableContent=null), ArticleFig(id=1207271199051170485, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Tab. 1, caption=

In-situ stress test results using borehole wall strain method in borehole ZKPD09

, figureFileSmall=null, figureFileBig=null, tableContent=
孔深/mσX/MPaσY/MPaσZ/MPaτXY/MPaτYZ/MPaτZX/MPaσH/MPaσh/MPaαH/（°）σ1σ2σ3
量值/MPa倾角/（°）方位角/（°）量值/MPa倾角/（°）方位角/（°）量值/MPa倾角/（°）方位角/（°）
10.811.2159.4-1.31.2-0.715.510.8252.515.812.4251.710.89159.79.174.634.7
14.810.920.614.5-0.41.9-1.820.610.9267.521.214.4264.414.659.9141.810.123.82.4
17.88.6208.7-3.23.7-1.420.97.7255.222.016.5254.78.136.6151.97.248.64.3
), ArticleFig(id=1207271199139250876, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=表1, caption=

ZKPD09钻孔孔壁应变法地应力测试结果

, figureFileSmall=null, figureFileBig=null, tableContent=
孔深/mσX/MPaσY/MPaσZ/MPaτXY/MPaτYZ/MPaτZX/MPaσH/MPaσh/MPaαH/（°）σ1σ2σ3
量值/MPa倾角/（°）方位角/（°）量值/MPa倾角/（°）方位角/（°）量值/MPa倾角/（°）方位角/（°）
10.811.2159.4-1.31.2-0.715.510.8252.515.812.4251.710.89159.79.174.634.7
14.810.920.614.5-0.41.9-1.820.610.9267.521.214.4264.414.659.9141.810.123.82.4
17.88.6208.7-3.23.7-1.420.97.7255.222.016.5254.78.136.6151.97.248.64.3
), ArticleFig(id=1207271199260885697, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Tab. 2, caption=

Results of high-pressure water injection and hydraulic fracturing tests

, figureFileSmall=null, figureFileBig=null, tableContent=
钻孔试验段深度/m抗劈裂要求试验压力/MPa最大试验压力/MPa最大压力下流量Q劈裂前最大透水率q/Lu劈裂压力Pj/MPa渗透性分级P~Q曲线类型
ZKPD0577~828.710.86.40.12未劈裂微透水C
 103~1089.011.127.80.50未劈裂微透水C
 121~1269.211.236.50.109.2微透水D
 135~1409.36.248.60.204.4微透水D
 150~1559.46.448.20.114.5微透水D
 168~1739.65.948.20.144.7微透水D
 174~1799.77.048.30.255.8微透水D
 188~1939.86.247.90.204.9微透水D
 196~2019.96.746.80.075.0极微透水D
 206~21110.07.447.80.055.1微透水D
ZKPD0919.5~24.57.07.37.00.1910.2微透水D
 24.5~29.59.89.70.50.0112.2极微透水A
 29.5~34.512.810.00.20.0015.0极微透水E
 35.5~40.58.09.729.10.039.9极微透水D
 41.5~46.57.510.636.20.1111.4微透水D
), ArticleFig(id=1207271199357354696, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=表2, caption=

高压压水、水力劈裂测试结果

, figureFileSmall=null, figureFileBig=null, tableContent=
钻孔试验段深度/m抗劈裂要求试验压力/MPa最大试验压力/MPa最大压力下流量Q劈裂前最大透水率q/Lu劈裂压力Pj/MPa渗透性分级P~Q曲线类型
ZKPD0577~828.710.86.40.12未劈裂微透水C
 103~1089.011.127.80.50未劈裂微透水C
 121~1269.211.236.50.109.2微透水D
 135~1409.36.248.60.204.4微透水D
 150~1559.46.448.20.114.5微透水D
 168~1739.65.948.20.144.7微透水D
 174~1799.77.048.30.255.8微透水D
 188~1939.86.247.90.204.9微透水D
 196~2019.96.746.80.075.0极微透水D
 206~21110.07.447.80.055.1微透水D
ZKPD0919.5~24.57.07.37.00.1910.2微透水D
 24.5~29.59.89.70.50.0112.2极微透水A
 29.5~34.512.810.00.20.0015.0极微透水E
 35.5~40.58.09.729.10.039.9极微透水D
 41.5~46.57.510.636.20.1111.4微透水D
), ArticleFig(id=1207271199466406602, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Tab. 3, caption=

Rock mass mechanical parameters

, figureFileSmall=null, figureFileBig=null, tableContent=
岩体类别密度/（kg·m-3）变形模量/GPa泊松比
覆盖层1 8901.50.38
强风化层2 5405.00.30
弱风化层2 62012.00.26
微新层2 63023.00.21
断层2 5303.00.33
), ArticleFig(id=1207271199588041423, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=表3, caption=

岩体力学参数

, figureFileSmall=null, figureFileBig=null, tableContent=
岩体类别密度/（kg·m-3）变形模量/GPa泊松比
覆盖层1 8901.50.38
强风化层2 5405.00.30
弱风化层2 62012.00.26
微新层2 63023.00.21
断层2 5303.00.33
), ArticleFig(id=1207271199676121812, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=EN, label=Tab. 4, caption=

Comparison of measured and calculated in-situ stress values

, figureFileSmall=null, figureFileBig=null, tableContent=
测孔测深/m对比项σH/MPaσhαH/MPa/（°）测孔测深/m对比项σA/MPaσB/MPa
ZKPD0553.0实测值15.48.2 ZKPD0927.0实测值17.410.0
  计算值14.68.3   计算值16.39.2
  误差0.8-0.1   误差1.10.8
 71.0实测值14.07.6318 37.0实测值14.88.7
  计算值14.88.4318  计算值15.49.0
  误差-0.8-0.80  误差-0.6-0.3
 88.0实测值15.68.5  39.0实测值15.38.6
  计算值14.48.4   计算值16.09.2
  误差1.20.1   误差-0.7-0.6
 104.0实测值11.26.2  42.0实测值15.68.9
  计算值14.58.5   计算值16.19.1
  误差-3.3-2.3   误差-0.5-0.2
), ArticleFig(id=1207271199789368026, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1207271186468258802, language=CN, label=表4, caption=

地应力实测值与计算值对比

, figureFileSmall=null, figureFileBig=null, tableContent=
测孔测深/m对比项σH/MPaσhαH/MPa/（°）测孔测深/m对比项σA/MPaσB/MPa
ZKPD0553.0实测值15.48.2 ZKPD0927.0实测值17.410.0
  计算值14.68.3   计算值16.39.2
  误差0.8-0.1   误差1.10.8
 71.0实测值14.07.6318 37.0实测值14.88.7
  计算值14.88.4318  计算值15.49.0
  误差-0.8-0.80  误差-0.6-0.3
 88.0实测值15.68.5  39.0实测值15.38.6
  计算值14.48.4   计算值16.09.2
  误差1.20.1   误差-0.7-0.6
 104.0实测值11.26.2  42.0实测值15.68.9
  计算值14.58.5   计算值16.19.1
  误差-3.3-2.3   误差-0.5-0.2
)], attaches=null, journal=Journal(id=1205114436760272898, delFlag=0, nameCn=水电能源科学, nameEn=Water Resources and Power, nameHistory1=null, nameHistory2=null, issn=1000-7709, eissn=, cn=42-1231/TK, coden=null, periodic=月刊, language=CN, oaType=1, ccby=null, superviseOffice=null, ownerOffice=null, pubOffice=null, editorOffice=null, officeType=null, aims=null, clcCode=null, officeProv=null, officeCity=null, officeAddr=null, officeZip=null, officeEmail=, officePhone=, editDirector=null, officeDirector=null, officeDirectorPhone=null, officeStaffNum=null, officeEmpNum=null, coverPicUrl=MdM62FQAbNFxgeQbfsV63A==, journalPrice=null, startedYear=null, abbrevIsoEn=Water Resources and Power, journalRemark=null, publicationField=null, createdTime=1765251271671, updatedTime=1765529918575, createdBy=18614031015, updatedBy=13041195026, firstLetterCn=W, firstLetterEn=W, subjectCode=Engineering, subjectName=Engineering, subjectCodeEn=Engineering, subjectNameEn=null, picCn=MdM62FQAbNFxgeQbfsV63A==, picEn=bVvVzb1Vw5wPWDTRDsA6dw==, jcr=null, cjcr=null, exts=[JournalExt(id=1206283167728730402, language=CN, name=水电能源科学, nameHistory1=null, nameHistory2=null, managedBy=, sponsoredBy=, publishedBy=, editorOffice=, officeProv=null, officeCity=null, officeAddr=, officeZip=, editDirector=, officeDirector=null, officePhone=null, coverPicUrl=null, journalRemark=, submitArticleUrl=null, websiteUrl=, createdTime=1765529918844, updatedTime=1765529918844, createdBy=13041195026, updatedBy=13041195026, submissionGuidelinesUrl=, submissionAuthorUrl=https://sdny.cbpt.cnki.net/index.aspx?t=1, submissionEditorUrl=https://sdny.cbpt.cnki.net/index.aspx?t=3, submissionReviewUrl=https://sdny.cbpt.cnki.net/index.aspx?t=2, submissionCeEditorUrl=, submissionAeEditorUrl=, option={"copyright":""}), JournalExt(id=1206283167800033571, language=EN, name=Water Resources and Power, nameHistory1=null, nameHistory2=null, managedBy=, sponsoredBy=, publishedBy=, editorOffice=, officeProv=null, officeCity=null, officeAddr=, officeZip=, editDirector=, officeDirector=null, officePhone=null, coverPicUrl=null, journalRemark=, submitArticleUrl=null, websiteUrl=, createdTime=1765529918861, updatedTime=1765529918861, createdBy=13041195026, updatedBy=13041195026, submissionGuidelinesUrl=, submissionAuthorUrl=https://sdny.cbpt.cnki.net/index.aspx?t=1, submissionEditorUrl=https://sdny.cbpt.cnki.net/index.aspx?t=3, submissionReviewUrl=https://sdny.cbpt.cnki.net/index.aspx?t=2, submissionCeEditorUrl=, submissionAeEditorUrl=, option={"copyright":""})], databaseList=null, tenantJournalId=1205116964453384197, websiteList=[Website(id=1205118568041001173, webName=null, webTitle=null, webDomain=null, webCopyrigh=null, webIpcNo=null, seoTitle=null, seoKeywords=null, seoDescription=null, tenantJournalId=null, journalId=1205116964453384197, journalNameCn=null, journalNameEn=null, grayFlag=null, tenantId=1146029695717560320, platformId=null, journalGroupId=null, journalGroupNameCn=null, journalGroupNameEn=null, type=1, domain=https://castjournals.cast.org.cn/joweb/sdnykx/CN, language=CN, createTime=1765252256641, createBy=18614031015, updateTime=1765252461034, updateBy=18614031015, name=水电能源科学-中文, tplId=1146099689490845704, title=水电能源科学, delFlag=0, indexPage=/home, props=[WebsiteProps(id=1205152539890131310, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568041001173, code=articleTextType, value=kx, createTime=1765260356161, updateTime=1765260356161, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152539864965483, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568041001173, code=banner, value=null, createTime=1765260356155, updateTime=1765260356155, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152539919491441, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568041001173, code=grayFlag, value=0, createTime=1765260356168, updateTime=1765260356168, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152539856576874, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568041001173, code=logo, value=https://castjournals.cast.org.cn/joweb/sdnykx/CN/file/pic?fileId=bX+sWBfK/Ed3Ho8UDVuTcA==, createTime=1765260356153, updateTime=1765260356153, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152539936268659, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568041001173, code=minRunFlag, value=0, createTime=1765260356172, updateTime=1765260356172, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152539881742701, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568041001173, code=picServerUrl, value=https://castjournals.cast.org.cn/joweb/sdnykx/CN/file/pic, createTime=1765260356159, updateTime=1765260356159, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152539927880050, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568041001173, code=silenceFlag, value=0, createTime=1765260356170, updateTime=1765260356170, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152539873354092, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568041001173, code=staticResourcePath, value=https://castjournals.cast.org.cn/joweb/cast_kjdb_cn_619/, createTime=1765260356157, updateTime=1765260356157, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152539902714223, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568041001173, code=themeColor, value=null, createTime=1765260356164, updateTime=1765260356164, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152539911102832, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568041001173, code=themeStyle, value=null, createTime=1765260356166, updateTime=1765260356166, creator=18614031015, updator=18614031015)]), Website(id=1205118568120692965, webName=null, webTitle=null, webDomain=null, webCopyrigh=null, webIpcNo=null, seoTitle=null, seoKeywords=null, seoDescription=null, tenantJournalId=null, journalId=1205116964453384197, journalNameCn=null, journalNameEn=null, grayFlag=null, tenantId=1146029695717560320, platformId=null, journalGroupId=null, journalGroupNameCn=null, journalGroupNameEn=null, type=1, domain=https://castjournals.cast.org.cn/joweb/sdnykx/EN, language=EN, createTime=1765252256660, createBy=18614031015, updateTime=1765252477325, updateBy=18614031015, name=水电能源科学-英文, tplId=1146101810881728533, title=Water Resources and Power, delFlag=0, indexPage=/home, props=[WebsiteProps(id=1205152566700122488, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568120692965, code=articleTextType, value=kx, createTime=1765260362553, updateTime=1765260362553, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152566679150965, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568120692965, code=banner, value=null, createTime=1765260362548, updateTime=1765260362548, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152566721094011, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568120692965, code=grayFlag, value=0, createTime=1765260362558, updateTime=1765260362558, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152566670762356, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568120692965, code=logo, value=https://castjournals.cast.org.cn/joweb/sdnykx/EN/file/pic?fileId=bX+sWBfK/Ed3Ho8UDVuTcA==, createTime=1765260362546, updateTime=1765260362546, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152566742065533, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568120692965, code=minRunFlag, value=0, createTime=1765260362563, updateTime=1765260362563, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152566695928183, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568120692965, code=picServerUrl, value=https://castjournals.cast.org.cn/joweb/sdnykx/EN/file/pic, createTime=1765260362552, updateTime=1765260362552, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152566733676924, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568120692965, code=silenceFlag, value=0, createTime=1765260362561, updateTime=1765260362561, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152566687539574, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568120692965, code=staticResourcePath, value=https://castjournals.cast.org.cn/joweb/cast_kjdb_en_623/, createTime=1765260362550, updateTime=1765260362550, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152566708511097, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568120692965, code=themeColor, value=null, createTime=1765260362555, updateTime=1765260362555, creator=18614031015, updator=18614031015), WebsiteProps(id=1205152566716899706, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1205118568120692965, code=themeStyle, value=null, createTime=1765260362557, updateTime=1765260362557, creator=18614031015, updator=18614031015)])], journalTitle=水电能源科学, weixinUrl=null, journalUrl=null, iacademicId=null, status=1, seqNo=null, journalTitleEn=Water Resources and Power, journalPhotoCn=MdM62FQAbNFxgeQbfsV63A==, journalPhotoEn=bVvVzb1Vw5wPWDTRDsA6dw==, journalFirstLetter=W, journalRecommend=null, journalNew=null, journalCollection=null, jcrJf=null, cjcrJf=null, jcrJfStr=null, cjcrJfStr=null, submissionFirstDecision=null, sciSubjectClassification=null, casSubjectClassification=null, citeScore=null, totalCitationFrequency=null, icpCode=null, psCode=null, advertisingLicenseCode=null, copyrightInformation=null, country=null, option=, provinceCode=null, provinceName=null, collectFlag=false), detailUrlCn=https://castjournals.cast.org.cn/joweb/sdnykx/CN/10.20040/j.cnki.1000-7709.2025.20242153, detailUrlEn=https://castjournals.cast.org.cn/joweb/sdnykx/EN/10.20040/j.cnki.1000-7709.2025.20242153, pdfUrlCn=https://castjournals.cast.org.cn/joweb/sdnykx/CN/PDF/10.20040/j.cnki.1000-7709.2025.20242153, pdfUrlEn=https://castjournals.cast.org.cn/joweb/sdnykx/EN/PDF/10.20040/j.cnki.1000-7709.2025.20242153, aliStartDate=null, aliEndDate=null, collectionFlag=false, citedCount=null, citedUrl=null, reference=null)
收藏切换
高水头抽水蓄能电站高压岔管稳定性分析
收藏切换
PDF下载
冯鲲鹏 1 , 吕城腾 1 , 谢海峰 1 , 周朝 2 , 刘元坤 2
水电能源科学 | 水能利用及水电站工程 2025,43(9): 166-170
收起
收藏切换
水电能源科学 | 水能利用及水电站工程 2025, 43(9): 166-170
高水头抽水蓄能电站高压岔管稳定性分析
全屏
冯鲲鹏1 , 吕城腾1, 谢海峰1, 周朝2 , 刘元坤2
作者信息
  • 1.广东省水利电力勘测设计研究院有限公司，广东 广州 510635
  • 2.长江科学院水利部岩土力学与工程重点实验室，湖北 武汉 430010

    • 冯鲲鹏（1983-），男，高级工程师，研究方向为水利水电工程地质勘察，E-mail：

通讯作者:

周朝（1993-），男，博士研究生、工程师，研究方向为地应力场、岩石动力学、岩爆等，E-mail：
Stability Analysis of High-pressure Branch Pipes in High-head Pumped Storage Power Station
Kun-peng FENG1 , Cheng-teng LV1, Hai-feng XIE1, Chao ZHOU2 , Yuan-kun LIU2
Affiliations
  • 1.Guangdong Hydropower Planning & Design Institute Co., Ltd., Guangzhou 510635, China
  • 2.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China
出版时间: 2025-09-25 doi: 10.20040/j.cnki.1000-7709.2025.20242153
文章导航
收藏切换
摘要
收起

广东惠州中洞抽水蓄能电站高压岔管运行期最大水头约800 m，其高内水压下的围岩稳定性对电站安全运行至关重要。为此，开展现场地应力与高压压水试验，联合三维地应力场反演，分析了高压岔管部位的地应力场分布规律、渗透特性及抗劈裂能力，并优化岔管布置。结果表明，高压岔管段最大主应力为15.0~16.6 MPa，最小主应力为8.4~9.7 MPa；岩体渗透率介于0.01~0.19 Lu之间，呈极微—微透水；初设岔管位置满足抗抬和抗渗透要求，但岔管口7 m范围内Ⅲ类岩体洞段受断层影响，不满足工程抗水力劈裂要求；通过围岩条件和抗抬、抗劈裂及抗渗透等因素综合分析，将初设岔管位置向厂房方向平移10 m，平移后可满足抗抬、抗水力劈裂和抗渗透稳定要求。

高压岔管  /  地应力  /  高压压水  /  稳定性  /  布置优化

The maximum water head endured by the floor of the high-pressure branch pipe at the Zhongdong Pumped Storage Power Station in Huizhou, Guangdong, is approximately 800 m during operation. The stability of the surrounding rock under this high internal water pressure is critical to the station's safe operation. To address this, in-situ stress and high-pressure water injection tests were conducted. Combined with three-dimensional in-situ stress field inversion, the stress field distribution, permeability characteristics, and hydraulic fracturing resistance of the high-pressure branch pipe area were analyzed, and the layout of bifurcated pipe was optimized. The results indicate that the maximum principal stress in the high-pressure branch pipe section ranges from 15.0 to 16.6 MPa, and the minimum principal stress ranges from 8.4 to 9.7 MPa. The rock permeability ranges from 0.01 to 0.19 Lu, indicating very low to low permeability. The initial high-pressure branch pipe location meets the stability requirements against uplift and seepage. However, within a 7 m range of the branch pipe opening, the class Ⅲ rock mass segment is affected by faults and does not meet the engineering requirements for hydraulic fracturing resistance. Based on a comprehensive analysis of the surrounding rock conditions, uplift resistance, hydraulic fracturing resistance, and seepage resistance, the initial high-pressure branch pipe location was shifted 10 m toward the powerhouse, which meets the stability requirements for uplift, hydraulic fracturing resistance, and seepage resistance.

high-pressure bifurcated pipe  /  in-situ stress  /  high hydraulic pressure  /  stability  /  layout optimization
冯鲲鹏, 吕城腾, 谢海峰, 周朝, 刘元坤. 高水头抽水蓄能电站高压岔管稳定性分析. 水电能源科学, 2025 , 43 (9) : 166 -170 . DOI: 10.20040/j.cnki.1000-7709.2025.20242153
Kun-peng FENG, Cheng-teng LV, Hai-feng XIE, Chao ZHOU, Yuan-kun LIU. Stability Analysis of High-pressure Branch Pipes in High-head Pumped Storage Power Station[J]. Water Resources and Power, 2025 , 43 (9) : 166 -170 . DOI: 10.20040/j.cnki.1000-7709.2025.20242153
正文
收起
1 概况
收起
广东惠州中洞抽水蓄能电站平均水头约700 m，距高比约6.6，初拟装机容量1 200 MW。工程区位于粤东莲花山主峰地段，山脉受莲花山构造控制，多呈北东向，“V”形谷地形切割强烈，地表高程300~1 000 m，主峰高程1 337.3 m。高压岔管隧洞洞径4.6~9.1 m，中心线高程174.3 m，安装高程165 m，埋深约480~520 m，围岩为Ⅱ~Ⅲ类微风化—新鲜花岗岩。地质探洞揭露出NWW走向的4条陡倾角小断层f580、f581、f582、f591，其中f591断层距岔管口最近，倾向朝厂房方向。高压岔管初拟方案安装高程165 m的工程地质平切图见图1。高压岔管隧洞具有形态复杂、直径大、高水头、埋深大等特点，是影响工程安全建设与运行的重点部位之一[1-3]。因此，其围岩稳定性是确保抽水蓄能电站安全建设与长期稳定运行的关键[4]。岩体地质条件、应力状态、抗渗透特性、抗水力劈裂能力等是影响高压岔管围岩稳定性的主要因素。李永松等[5-6]从地质条件、抗抬理论准则、最小主应力准则、渗透准则等方面综合分析了阳江抽水蓄能电站和嘎堆水电站高压岔管隧洞的稳定性；耿必君等[7-9]通过现场地应力和高压压水试验研究了高压岔管抗劈裂稳定性；韩晓玉等[10]基于现场地应力测试和三维地应力场反演，利用最小主应力准则分析了高水头抽水蓄能电站高压隧洞的抗劈裂能力。上述研究为高压岔管隧洞围岩稳定性分析提供了参考，但主要针对水头小于600 m的情况。然而，如今建设的抽水蓄能电站水头大多超过800 m，地形起伏大且地质构造复杂，对高压岔管的围岩稳定性评价提出了更大挑战。为此，本文针对广东惠州中洞抽水蓄能电站高水头高压岔管隧洞的围岩稳定性问题，开展现场地应力、高压压水和水力劈裂试验，并联合三维地应力场反演，系统分析了高压岔管部位的地应力场分布规律、渗透特性及抗劈裂能力，并优化岔管布置，获得了一些有益的结论，可供借鉴。
2 现场试验结果与分析
收起
2.1 地应力试验结果与分析
为探明高压岔管岩体应力情况，工程前期在勘探平硐ZKPD05铅直钻孔（钻孔地面高程698 m，孔口高程356.2 m，孔深220.4 m）和施工期在#2引水支管开挖约30 m后的掌子面沿高压岔管轴线方向的ZKPD09水平钻孔（孔深62.0 m）进行了地应力测试，测孔位置见图1。ZKPD05采用了水压致裂法，ZKPD09同时采用了水压致裂法和孔壁应变法两种方法。ZKPD05、ZKPD09钻孔水压致裂法应力值与孔深关系见图2。图2中，σH、σh分别为最大、最小水平主应力；σZ为自重力；σA、σB分别为水平钻孔截面最大、最小主应力。表1为ZKPD09钻孔孔壁应变法地应力实测结果。
由图2（a）可知，ZKPD05钻孔在51~212 m范围内，最大水平主应力为7.5~15.6 MPa，最小水平主应力为4.4~8.5 MPa，自重应力为10.5~14.7 MPa。孔深104 m处主应力关系发生变化，孔深104 m以上为σH>σZ>σh，孔深104 m以下为σZ>σH>σh。分析表明，此现象由深部岩体处于断层带或裂隙密集带导致原岩应力偏低。最大水平主应力方位角为305°~318°，呈NW向，与区域应力场方向基本吻合。
由图2（b）、表1可知，ZKPD09钻孔水压致裂法和孔壁应变法结果相近。最大水平（截面）主应力为14.8~20.9 MPa，最小（截面）水平主应力为7.7~11.2 MPa最大水平主应力方向为NEE。最大主应力15.8~22.0 MPa倾向近水平，方位呈NEE向；中间主应力8.1~10.8 MPa倾向缓倾，方位呈NWW向；最小主应力7.2~10.1 MPa倾向陡倾，方位呈NNE向。孔壁应变法的最大水平主应力方向与ZPKPD05不同，分析其原因在于：①孔壁应变法测试受岩体参数影响较大；②解除位置靠近NW向f591断层裂隙带，导致主应力方向偏转。
2.2 高压压水与水力劈裂试验结果与分析
为研究高压岔管隧洞围岩在长期高水头作用下的透水性、稳定性及抗劈裂能力，分别在ZKPD05、ZKPD09钻孔中开展高压压水和水力劈裂试验，试验压力计算遵循《水电工程钻孔压水试验规程》（NB/T 35113-2018）[11]。高压岔管底板运行期最大水头约为800 m，试验压力需不小于设计水头的1.2倍，即底板试验压力不小于9.6 MPa，孔口压力不小于8 MPa。试验段长度5 m，采用逐级加卸压循环法，压力级差1 MPa，每级压力稳定后保持3~5 min。最终，ZKPD05、ZKPD09分别获得10、5段压水试验结果见表2。由表2可看出，ZKPD05钻孔77~211 m孔深范围内岩体劈裂前最大渗透率介于0.07~0.50 Lu之间，呈微—极微透水；其中，121~211 m范围试段未达试验压力即发生劈裂，渗透性明显增大。77~82、103~108 m试段最大试验压力满足抗劈裂要求，P-Q曲线为扩张型（C型）；而121~211 m的8个试段均发生劈裂，劈裂压力为4.4~9.2 MPa，P-Q曲线多为冲蚀型（D型）。ZKPD09钻孔各试验段岩体劈裂前最大渗透率介于0.00~0.19 Lu之间，呈极微—微透水。5个测段最小劈裂压力均大于9.6 MPa，满足抗劈裂要求。P-Q曲线类以冲蚀型（D型）为主，部分为层流型（A型）和充填型（E型）。
3 初始地应力场反演
收起
原位地应力测试是了解工程区应力场的直接方法，但因成本、场地限制和地质条件复杂等因素，不可能大量测试，各测点的测量成果往往仅能反映局部应力场。因此，采用多元线性回归方法[12]对中洞抽蓄地下厂房洞室群和高压岔管深埋段进行地应场反演，以揭示其分布规律。
3.1 计算模型与参数
建立地下厂房洞室群和高压岔管深埋段三维数值模型，见图3，模型X×Y范围为700 m×500 m，底部高程0 m。模型中考虑了10条断层和不同风化类型的岩层，岩土体力学参数基于隧洞勘察试验建议值进行取值，见表3。采用弹性本构进行反演计算。
3.2 应力场反演结果
因孔壁应变法受岩体参数影响较大，深埋段地应力反演主要依据水压致裂法测试结果（剔除受断层影响较大的实测点）。图4为模型的最大主应力、最小主应力分布。
表4对比了地应力场反演测点的实测值与计算值。由表4可看出，实测值与回归计算值整体拟合较好，部分测点应力值接近一致，且最大水平主应力方向与实测方向近于一致，验证了应力场反演结果的合理性。
3.3 深埋段输水线路剖面应力场分布
从三维应力场中插值得到了深埋段输水线路剖面上的主应力分布，见图5。由图5可知，主应力随地形起伏而变化，断层附近应力场扰动明显，沟谷处有明显的应力集中现象。地下洞室群和高压岔管深埋段的最大主应力为15.0~16.6 MPa，最小主应力为8.4~9.7 MPa。
4 高压岔管稳定性分析及布置优化
收起
4.1 抗抬稳定性分析
高压岔管洞段需具备足够埋深以抵抗高内水压力，避免围岩上抬破坏，满足抗抬稳定性要求。《水工隧洞设计规范》（SL 279-2016）[13]规定，有压隧洞洞身岩体最小覆盖厚度公式为：
式中，CRM为最小覆盖厚度（不含全、强风化厚度），m；F为经验系数，可取1.3~1.5；γw为水的重度，kN/m3；hs为洞内静水压力水头，m；γR为岩体重度，kN/m3；α为河谷岸边边坡倾角，（°），当α>60°时取α=60°。
根据高压岔管初拟布置的工程地质条件，取hs=800 m、γw=9.8 kN/m3、γR=26.5 kN/m3、α=33°、F=1.3，计算出最小埋深厚度CRM= 458.6 m。初拟高压岔管隧洞最小埋深480 m，满足抗抬稳定要求。
4.2 抗渗透稳定性分析
高压岔管在长期高水头作用下，围岩可能产生渗透变形冲蚀破坏，威胁围岩稳定性，因此需满足渗透稳定要求。根据ZKPD09钻孔高压压水试验成果，岩体渗透率为0.01~0.19 Lu，呈极微—微透水，满足抗渗稳定性要求。
4.3 抗劈裂稳定性分析
高压岔管隧洞围岩应具有一定的抗劈裂能力。根据最小主应力准则，最大内水压力应小于围岩的最小主应力，并取适当的安全系数，避免围岩发生水力劈裂。根据经验与中洞抽蓄实际情况，取安全系数为1.1，要求最小主应力σ3满足如下法则：
从反演得到的应力场，插值得到了初设高压岔管段ZKPD09孔全孔深的最小主应力分布，见图6。由图6可看出，高压岔管口受断层影响，距岔管口7 m范围内最小主应力小于8.8 MPa，不满足抗水力劈裂要求。其他段的抗水力劈裂安全系数均大于1.1，满足抗劈裂要求。
4.4 高压岔管布置优化
根据《水工隧洞设计规范》（SL 279-2016）[13]，钢筋混凝土岔管宜布置在新鲜的Ⅰ、Ⅱ类岩体中，避免断层、大裂隙或节理密集带，确保抗抬、抗水力劈裂和抗渗透稳定。由图1可知，初设高压岔管围岩为微风化—新鲜花岗岩，岔口段陡倾断层f591穿过，围岩为Ⅲ类，近厂房洞身段岩体为Ⅱ类。根据分析，初设高压岔管位置满足抗抬和抗渗透要求，但受f591断层影响，岔管口7 m范围内不满足抗水力劈裂要求。为降低水力劈裂风险，将高压岔管位置向厂房方向平移10 m，平移后的布置见图7。由图7可知，调整后，高压岔管洞段岩体均为Ⅱ类，满足抗抬、抗水力劈裂和抗渗透稳定要求，可作为最终布置方案。
5 结论
收起
a. 本文通过现场地应力测试、高压压水试验和三维地应力场反演，综合分析了广东惠州中洞抽水蓄能电站高压岔管的稳定性并优化其布置。
b. 高压岔管深埋段最大主应力为15.0~16.6 MPa，最小主应力为8.4~9.7 MPa。
c. 初设高压岔管段岩体渗透率为0.01~0.19 Lu，呈极微—微透水，满足抗渗要求，但岔管口端部7 m范围内不满足抗水力劈裂要求。
d. 将高压岔管位置向厂房方向平移10 m后，洞段岩体均为Ⅱ类岩体，满足抗抬、抗水力劈裂和抗渗透稳定要求。
文献
收起
参考文献 引证文献
排序方式：
[1]
李永松, 尹健民, 艾凯, 等. 深圳抽水蓄能电站地应力测试分析及其在地下硐室设计中的应用[J]. 岩石力学与工程学报, 2006, 25(): 3965-3970.
[2]
张军, 吴俊杰, 刘峰. 新疆克拉玛依市供水系统工程高压岔管群体型结构整体受力计算三维有限元优化分析[J]. 水电能源科学, 2020, 38(8): 83-86.
[3]
吴俊杰, 杨雪莲, 陈显龙. 阿尔塔什高压混凝土岔管透水理论配筋设计[J]. 水利规划与设计, 2022(12): 115-119.
[4]
邓柏旺. 地下钢筋混凝土高压岔管围岩稳定与衬砌结构分析[D]. 南京: 河海大学, 2007.
[5]
李永松, 尹健民, 艾凯. 阳江抽水蓄能电站高压隧洞稳定性分析[J]. 人民长江, 2009, 40(9): 68-70.
[6]
袁国庆, 施裕兵. 400 m级高水头隧洞岩体抬动劈裂及渗透研究[J]. 地下空间与工程学报, 2017, 13(): 865-871.
[7]
耿必君, 任鑫, 张祥富, 等. 抽水蓄能电站地下厂房区地应力测试研究[J]. 人民珠江, 2020, 41(9): 46-52.
[8]
柏正林, 黄运龙, 谢文涛. 某抽水蓄能电站高压岔管区围岩水力劈裂机理分析[J]. 勘察科学技术, 2022(2): 38-42.
[9]
韩国强, 白云哲, 柯雄. 高压压水试验在某抽水蓄能电站工程中的应用[J]. 电力勘测设计, 2023(): 193-197.
[10]
韩晓玉, 郑炜烽, 董志宏, 等. 高水头抽水蓄能电站地应力综合测试及抗劈裂分析[J]. 岩土力学, 2024, 45(7): 2167-2174.
[11]
国家能源局. 水电工程钻孔压水试验规程: NB/T 35113-2018[S]. 北京: 中国电力出版社, 2018.
[12]
周朝, 尹健民, 董志宏, 等. 考虑边界荷载作用方向的特长隧道初始应力场分区反演方法[J]. 岩石力学与工程学报, 2022, 41(): 2725-2734.
[13]
中华人民共和国水利部. 水工隧洞设计规范: SL 279-2016[S]. 北京: 中国水利水电出版社, 2016.
2025年第43卷第9期
PDF下载
150
42
引用本文
BibTeX
文章信息
doi: 10.20040/j.cnki.1000-7709.2025.20242153
  • 接收时间：2024-10-17
  • 首发时间：2025-12-15
  • 出版时间：2025-09-25
补充材料
相关文章
文章信息
作者
出版历史
  • 收稿日期：2024-10-17
  • 修回日期：2024-12-06
基金
作者信息
    1.广东省水利电力勘测设计研究院有限公司，广东 广州 510635
    2.长江科学院水利部岩土力学与工程重点实验室，湖北 武汉 430010

通讯作者:

周朝（1993-），男，博士研究生、工程师，研究方向为地应力场、岩石动力学、岩爆等，E-mail：
参考文献
分享链接
https://castjournals.cast.org.cn/joweb/sdnykx/CN/10.20040/j.cnki.1000-7709.2025.20242153
分享至
全文二维码

扫描看全文

引用本文
BibTeX
本文的引用情况
2种不同金属材料的力学参数
科
Family		 属数
Number of
genus		 种数
Number of
species		 占总种数比例
Percentage of
total species (%)		 属
Genus		 种数
Number of
species		 占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
相关链接
论文
最新文章
热读文章
热点专题
内参
蓝皮书
产业发展报告
传播力报告
期刊分级目录
资讯
学术新闻
行业新闻
学术会议
行业会议
关于
关于我们
联系我们
北京市海淀区学院南路86号
100081
010-62199257
qkjq@cast.org.cn

中国科学技术协会版权所有 京ICP 备10216604号-4 海淀分局备案 1101084647
科技导报社主办 中国科协信息中心技术支持