Article(id=1174390606110539980, tenantId=1146029695717560320, journalId=1146123222451335185, issueId=1174385906053165285, articleNumber=1671-1807(2025)14-0189-08, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1729526400000, receivedDateStr=2024-10-22, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1757926139618, onlineDateStr=2025-09-15, pubDate=1753372800000, pubDateStr=2025-07-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1757926139618, onlineIssueDateStr=2025-09-15, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1757926139618, creator=13701087609, updateTime=1757926139618, updator=13701087609, issue=Issue{id=1174385906053165285, tenantId=1146029695717560320, journalId=1146123222451335185, year='2025', volume='25', issue='14', pageStart='1', pageEnd='286', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1757925019038, creator=13701087609, updateTime=1758072769121, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1175005614947316471, tenantId=1146029695717560320, journalId=1146123222451335185, issueId=1174385906053165285, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1175005614947316472, tenantId=1146029695717560320, journalId=1146123222451335185, issueId=1174385906053165285, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=189, endPage=196, ext={EN=ArticleExt(id=1174390606441890000, articleId=1174390606110539980, tenantId=1146029695717560320, journalId=1146123222451335185, language=EN, title=Deformation and Failure Mechanism of High and Steep Slope under Underground Excavation: Taking Guotang Tunnel as an Example, columnId=1151877663716159826, journalTitle=Science Technology and Industry, columnName=Enterprise Application, runingTitle=null, highlight=null, articleAbstract=

In order to study the deformation and failure mechanism of a high steep slope under underground excavation, the influence of different locations of tunnel excavation on slope stability was analyzed by using the finite element sliding surface stress method, and the failure mechanism and deformation characteristics of slope instability induced by underground excavation were systematically studied. The results show that the underground excavation destroys the original equilibrium system of the slope, redistributes the stress of the slope in the influence range of the excavation, and creates new tensile stress regions, compressive stress regions and shear stress regions in different areas of the slope, which causes adverse additional displacement on the surface and internal points of the slope, and thus has a significant impact on the stability of the slope. According to the position relationship between underground excavation holes and sliding surface, slope instability induced by underground excavation can be divided into four types, which are local slope collapse, slope A-type slip, slope B-type slip and slope C-type slip, and the failure process and mechanical mechanism of each type of instability are revealed.

, 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=Lushi WANG, Junyi QIAN, Ruifeng SUN, Kaige Guan), CN=ArticleExt(id=1174390884310336301, articleId=1174390606110539980, tenantId=1146029695717560320, journalId=1146123222451335185, language=CN, title=地下开挖条件下高陡边坡的变形破坏机制——以郭塘隧道为例, columnId=1151877663883931992, journalTitle=科技和产业, columnName=企业应用, runingTitle=null, highlight=null, articleAbstract=

为研究地下开挖条件下高陡边坡的变形破坏机制,以某覆盖型高陡边坡为依托,利用有限元滑面应力法对比分析了隧道开挖的不同位置对边坡稳定性的影响,系统研究了地下开挖诱发边坡失稳的破坏机制及变形特征。结果表明,地下开挖破坏了边坡原有的平衡体系,导致开挖影响范围内坡体的应力出现重新分布,在边坡的不同区域产生新的张拉应力区、压应力区和剪应力区,使边坡表面和内部各点产生不利的附加位移,从而对边坡的稳定性产生显著的影响。根据地下开挖孔洞与滑动面之间的位置关系,可把地下开挖诱发边坡失稳的破坏方式分为坡面局部坍塌、坡体A型滑移、坡体B型滑移和坡体C型滑移共4种类型,并揭示了各种失稳类型的破坏过程与力学机制。

, correspAuthors=null, authorNote=null, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=rc6PE/RtfePmN4L5KMyOrQ==, magXml=KyiOAzKp0zaVAzQLXg2DEA==, pdfUrl=null, pdf=hYuOIhAYCMl53TuTlPsYWg==, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=eKK+4xb8U3HHkaLJ2hPudg==, mapNumber=null, authorCompany=null, fund=null, authors=, authorsList=王璐石, 钱均益, 孙瑞峰, 管凯歌)}, authors=[Author(id=1175039867064037508, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, orderNo=0, 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=1175039867122757766, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, authorId=1175039867064037508, language=EN, stringName=Lushi WANG, firstName=Lushi, middleName=null, lastName=WANG, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=¹ China Railway City Development and Investment Group Co. Ltd., Chengdu 610213, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1175039867185672327, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, authorId=1175039867064037508, language=CN, stringName=王璐石, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=¹ 中铁城市发展投资集团有限公司, 成都 610213, bio={"content":"

王璐石(1988—),男,四川巴中人,硕士,工程师,研究方向为隧道岩体稳定性分析及加固;

"}, bioImg=null, bioContent=

王璐石(1988—),男,四川巴中人,硕士,工程师,研究方向为隧道岩体稳定性分析及加固;

, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1175039866816573562, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, xref=1, ext=[AuthorCompanyExt(id=1175039866824962171, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866816573562, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=¹ China Railway City Development and Investment Group Co. Ltd., Chengdu 610213, China), AuthorCompanyExt(id=1175039866829156476, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866816573562, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=¹ 中铁城市发展投资集团有限公司, 成都 610213)])]), Author(id=1175039867240198281, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, 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=1175039867307307147, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, authorId=1175039867240198281, language=EN, stringName=Junyi QIAN, firstName=Junyi, middleName=null, lastName=QIAN, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=¹ China Railway City Development and Investment Group Co. Ltd., Chengdu 610213, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1175039867378610316, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, authorId=1175039867240198281, language=CN, stringName=钱均益, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=¹ 中铁城市发展投资集团有限公司, 成都 610213, bio={"content":"

钱均益(1995—),男,河北定州人,工程师,研究方向为地下工程施工技术;

"}, bioImg=null, bioContent=

钱均益(1995—),男,河北定州人,工程师,研究方向为地下工程施工技术;

, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1175039866816573562, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, xref=1, ext=[AuthorCompanyExt(id=1175039866824962171, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866816573562, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=¹ China Railway City Development and Investment Group Co. Ltd., Chengdu 610213, China), AuthorCompanyExt(id=1175039866829156476, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866816573562, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=¹ 中铁城市发展投资集团有限公司, 成都 610213)])]), Author(id=1175039867437330574, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, 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=1175039867512828048, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, authorId=1175039867437330574, language=EN, stringName=Ruifeng SUN, firstName=Ruifeng, middleName=null, lastName=SUN, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=², address=² China Railway 17th Bureau Group Urban Construction Co., Ltd., Zunyi 564512, Guizhou, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1175039867575742609, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, authorId=1175039867437330574, language=CN, stringName=孙瑞峰, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=², address=² 中铁十七局集团城市建设有限公司, 贵州 遵义 564512, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1175039866892071037, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, xref=2, ext=[AuthorCompanyExt(id=1175039866900459646, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866892071037, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=² China Railway 17th Bureau Group Urban Construction Co., Ltd., Zunyi 564512, Guizhou, China), AuthorCompanyExt(id=1175039866908848255, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866892071037, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=² 中铁十七局集团城市建设有限公司, 贵州 遵义 564512)])]), Author(id=1175039867630268563, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, orderNo=3, 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=1175039867688988821, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, authorId=1175039867630268563, language=EN, stringName=Kaige Guan, firstName=Kaige, middleName=null, lastName=Guan, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=³, address=³ School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1175039867743514774, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, authorId=1175039867630268563, language=CN, stringName=管凯歌, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=³, address=³ 石家庄铁道大学土木工程学院, 石家庄 05004, bio={"content":"

管凯歌(1998—),男,湖北荆州人,硕士,硕士研究生,研究方向为边坡稳定性分析。

"}, bioImg=null, bioContent=

管凯歌(1998—),男,湖北荆州人,硕士,硕士研究生,研究方向为边坡稳定性分析。

, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1175039866967568512, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, xref=3, ext=[AuthorCompanyExt(id=1175039866975957122, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866967568512, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=³ School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China), AuthorCompanyExt(id=1175039866988540034, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866967568512, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=³ 石家庄铁道大学土木工程学院, 石家庄 05004)])])], keywords=[Keyword(id=1175039867852566679, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, orderNo=1, keyword=underground excavation), Keyword(id=1175039867915481240, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, orderNo=2, keyword=stability analysis), Keyword(id=1175039867970007193, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, orderNo=3, keyword=deformation mechanism), Keyword(id=1175039868053893274, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, orderNo=4, keyword=slope instability), Keyword(id=1175039868137779355, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, orderNo=5, keyword=slope support), Keyword(id=1175039868196499612, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, orderNo=1, keyword=地下开挖), Keyword(id=1175039868255219869, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, orderNo=2, keyword=稳定性分析), Keyword(id=1175039868309745822, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, orderNo=3, keyword=变形机制), Keyword(id=1175039868372660383, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, orderNo=4, keyword=边坡失稳), Keyword(id=1175039868435574944, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, orderNo=5, keyword=边坡支护)], refs=[Reference(id=1175039870595641536, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2012, volume=34, issue=3, pageStart=231, pageEnd=238, url=null, language=null, rfNumber=[1], rfOrder=0, authorNames=尹光志, journalName=北京科技大学学报, refType=null, unstructuredReference=尹光志. 底摩擦模型模拟露天转地下开挖采空区影响下边坡变形破裂响应特征及其稳定性[J]. 北京科技大学学报, 2012, 34(3): 231-238., articleTitle=底摩擦模型模拟露天转地下开挖采空区影响下边坡变形破裂响应特征及其稳定性, refAbstract=null), Reference(id=1175039870666944705, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2010, volume=null, issue=null, pageStart=null, pageEnd=null, url=null, language=null, rfNumber=[2], rfOrder=1, authorNames=任高峰, journalName=露井联合开采作用边坡损害机理及控制研究, refType=null, unstructuredReference=任高峰. 露井联合开采作用边坡损害机理及控制研究[D]. 武汉: 武汉理工大学, 2010., articleTitle=null, refAbstract=null), Reference(id=1175039870734053570, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2023, volume=44, issue=S1, pageStart=548, pageEnd=560, url=null, language=null, rfNumber=[3], rfOrder=2, authorNames=苟永平, 叶琼瑶, 韦立德, journalName=岩土力学, refType=null, unstructuredReference=苟永平, 叶琼瑶, 韦立德, 等. 央达隧道掌子面前方边坡地表开裂研究[J]. 岩土力学, 2023, 44(S1): 548-560., articleTitle=央达隧道掌子面前方边坡地表开裂研究, refAbstract=null), Reference(id=1175039870796968131, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2023, volume=null, issue=null, pageStart=null, pageEnd=null, url=null, language=null, rfNumber=[4], rfOrder=3, authorNames=崔正宇, journalName=隧道碎石土洞口开挖对边仰坡稳定性影响研究, refType=null, unstructuredReference=崔正宇. 隧道碎石土洞口开挖对边仰坡稳定性影响研究[D]. 沈阳: 沈阳理工大学, 2023., articleTitle=null, refAbstract=null), Reference(id=1175039870859882692, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2022, volume=47, issue=S1, pageStart=61, pageEnd=76, url=null, language=null, rfNumber=[5], rfOrder=4, authorNames=陶志刚, 张庆周, 杨晓杰, journalName=煤炭学报, refType=null, unstructuredReference=陶志刚, 张庆周, 杨晓杰, 等. 下穿隧道开挖对松散堆积边坡稳定性影响的物理模型试验研究[J]. 煤炭学报, 2022, 47(S1): 61-76., articleTitle=下穿隧道开挖对松散堆积边坡稳定性影响的物理模型试验研究, refAbstract=null), Reference(id=1175039870939574469, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2008, volume=4, issue=1, pageStart=73, pageEnd=79, url=null, language=null, rfNumber=[6], rfOrder=5, authorNames=向安田, 朱合华, 丁文其, journalName=地下空间与工程学报, refType=null, unstructuredReference=向安田, 朱合华, 丁文其, 等. 偏压连拱隧道洞口仰坡失稳机制的数值分析[J]. 地下空间与工程学报, 2008, 4(1): 73-79., articleTitle=偏压连拱隧道洞口仰坡失稳机制的数值分析, refAbstract=null), Reference(id=1175039871002489030, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2020, volume=17, issue=8, pageStart=2055, pageEnd=2064, url=null, language=null, rfNumber=[7], rfOrder=6, authorNames=邵珠山, 崔枫, 李成龙, journalName=铁道科学与工程学报, refType=null, unstructuredReference=邵珠山, 崔枫, 李成龙, 等. 粉质黏土隧道边坡稳定性影响因素及处治技术研究[J]. 铁道科学与工程学报, 2020, 17(8): 2055-2064., articleTitle=粉质黏土隧道边坡稳定性影响因素及处治技术研究, refAbstract=null), Reference(id=1175039871073792199, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2020, volume=40, issue=2, pageStart=140, pageEnd=141, url=null, language=null, rfNumber=[8], rfOrder=7, authorNames=肖金科, journalName=岩土工程与地下工程, refType=null, unstructuredReference=肖金科. 某浅埋隧道开挖对侧边坡稳定性影响分析[J]. 岩土工程与地下工程, 2020, 40(2): 140-141., articleTitle=某浅埋隧道开挖对侧边坡稳定性影响分析, refAbstract=null), Reference(id=1175039871128318152, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2019, volume=19, issue=3, pageStart=201, pageEnd=203, url=null, language=null, rfNumber=[9], rfOrder=8, authorNames=刘晓红, 杨溢, 李得, journalName=中国水运, refType=null, unstructuredReference=刘晓红, 杨溢, 李得, 等. 基于隧道开挖对临近边坡稳定性的分析研究[J]. 中国水运, 2019, 19(3): 201-203., articleTitle=基于隧道开挖对临近边坡稳定性的分析研究, refAbstract=null), Reference(id=1175039871187038409, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2018, volume=58, issue=7, pageStart=68, pageEnd=71, url=null, language=null, rfNumber=[10], rfOrder=9, authorNames=刘墩利, journalName=铁道建筑, refType=null, unstructuredReference=刘墩利. 隧道开挖对边坡稳定性的影响规律[J]. 铁道建筑, 2018, 58(7): 68-71., articleTitle=隧道开挖对边坡稳定性的影响规律, refAbstract=null), Reference(id=1175039871241564362, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2020, volume=20, issue=5, pageStart=1988, pageEnd=1992, url=null, language=null, rfNumber=[11], rfOrder=10, authorNames=李宗鸿, 袁维, 王伟, journalName=科学技术与工程, refType=null, unstructuredReference=李宗鸿, 袁维, 王伟, 等. 陡倾顺层边坡地下开挖失稳模式分析[J]. 科学技术与工程, 2020, 20(5): 1988-1992., articleTitle=陡倾顺层边坡地下开挖失稳模式分析, refAbstract=null), Reference(id=1175039871296090315, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2024, volume=24, issue=11, pageStart=4741, pageEnd=4749, url=null, language=null, rfNumber=[12], rfOrder=11, authorNames=高亮, 张腾伍, 饶法强, journalName=科学技术与工程, refType=null, unstructuredReference=高亮, 张腾伍, 饶法强, 等. 公路高边坡灾变机理及滑动力响应规律分析[J]. 科学技术与工程, 2024, 24(11): 4741-4749., articleTitle=公路高边坡灾变机理及滑动力响应规律分析, refAbstract=null), Reference(id=1175039871388365004, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2024, volume=24, issue=14, pageStart=5775, pageEnd=5782, url=null, language=null, rfNumber=[13], rfOrder=12, authorNames=张岩, 孙全帅, 徐书名, journalName=科学技术与工程, refType=null, unstructuredReference=张岩, 孙全帅, 徐书名, 等. 山区采动地表异常形变识别与损害原因[J]. 科学技术与工程, 2024, 24(14): 5775-5782., articleTitle=山区采动地表异常形变识别与损害原因, refAbstract=null), Reference(id=1175039871459668173, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2023, volume=23, issue=7, pageStart=2816, pageEnd=2822, url=null, language=null, rfNumber=[14], rfOrder=13, authorNames=谯立家, 许万忠, 张黎明, journalName=科学技术与工程, refType=null, unstructuredReference=谯立家, 许万忠, 张黎明, 等. 采空区赋存状态对邻域边坡稳定性的影响分析[J]. 科学技术与工程, 2023, 23(7): 2816-2822., articleTitle=采空区赋存状态对邻域边坡稳定性的影响分析, refAbstract=null), Reference(id=1175039871530971342, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2008, volume=16, issue=5, pageStart=384, pageEnd=591, url=null, language=null, rfNumber=[15], rfOrder=14, authorNames=黄润秋, 肖华波, journalName=工程地质学报, refType=null, unstructuredReference=黄润秋, 肖华波. 浅埋双连拱隧道围岩—边坡体系变形机理及稳定性分析[J]. 工程地质学报, 2008, 16(5): 384-591., articleTitle=浅埋双连拱隧道围岩—边坡体系变形机理及稳定性分析, refAbstract=null), Reference(id=1175039871598080207, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2024, volume=24, issue=26, pageStart=11111, pageEnd=11120, url=null, language=null, rfNumber=[16], rfOrder=15, authorNames=黄锋, 李硕, 李思远, journalName=科学技术与工程, refType=null, unstructuredReference=黄锋, 李硕, 李思远, 等. 隧道爆破作用下堆积层边坡稳定性的耦合数值分析[J]. 科学技术与工程, 2024, 24(26): 11111-11120., articleTitle=隧道爆破作用下堆积层边坡稳定性的耦合数值分析, refAbstract=null), Reference(id=1175039871652606160, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, doi=null, pmid=null, pmcid=null, year=2011, volume=19, issue=4, pageStart=594, pageEnd=600, url=null, language=null, rfNumber=[17], rfOrder=16, authorNames=徐杨青, 吴西臣, journalName=工程地质学报, refType=null, unstructuredReference=徐杨青, 吴西臣. 复合采动边坡变形机理及稳定性评价[J]. 工程地质学报, 2011, 19(4): 594-600., articleTitle=复合采动边坡变形机理及稳定性评价, refAbstract=null)], funds=[Fund(id=1175039870465618111, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, awardId=51709176, language=CN, fundingSource=国家自然科学基金(51709176), fundOrder=null, country=null)], companyList=[AuthorCompany(id=1175039866816573562, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, xref=1, ext=[AuthorCompanyExt(id=1175039866824962171, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866816573562, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=¹ China Railway City Development and Investment Group Co. Ltd., Chengdu 610213, China), AuthorCompanyExt(id=1175039866829156476, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866816573562, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=¹ 中铁城市发展投资集团有限公司, 成都 610213)]), AuthorCompany(id=1175039866892071037, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, xref=2, ext=[AuthorCompanyExt(id=1175039866900459646, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866892071037, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=² China Railway 17th Bureau Group Urban Construction Co., Ltd., Zunyi 564512, Guizhou, China), AuthorCompanyExt(id=1175039866908848255, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866892071037, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=² 中铁十七局集团城市建设有限公司, 贵州 遵义 564512)]), AuthorCompany(id=1175039866967568512, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, xref=3, ext=[AuthorCompanyExt(id=1175039866975957122, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866967568512, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=³ School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China), AuthorCompanyExt(id=1175039866988540034, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, companyId=1175039866967568512, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=³ 石家庄铁道大学土木工程学院, 石家庄 05004)])], figs=[ArticleFig(id=1175039868590764193, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=dXJFceWVBPYq8KIxmdKTTQ==, figureFileBig=R9uiIpFEHqEJyaxjXDP/ZQ==, tableContent=null), ArticleFig(id=1175039868649484450, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图1, caption=边坡数值模型, figureFileSmall=dXJFceWVBPYq8KIxmdKTTQ==, figureFileBig=R9uiIpFEHqEJyaxjXDP/ZQ==, tableContent=null), ArticleFig(id=1175039868704010403, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=n8Ntky4e5w9OgVcjhA9Kyw==, figureFileBig=SNbXWEMTrCGkK/GCgjmpaw==, tableContent=null), ArticleFig(id=1175039868762730660, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图2, caption=不同隧道开挖位置示意图, figureFileSmall=n8Ntky4e5w9OgVcjhA9Kyw==, figureFileBig=SNbXWEMTrCGkK/GCgjmpaw==, tableContent=null), ArticleFig(id=1175039868825645221, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=p/vyqLgM3pPnjrwn//M23Q==, figureFileBig=Su4DQm18nl11385Itl/ueQ==, tableContent=null), ArticleFig(id=1175039868875976870, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图3, caption=坡面局部崩塌边坡塑性区, figureFileSmall=p/vyqLgM3pPnjrwn//M23Q==, figureFileBig=Su4DQm18nl11385Itl/ueQ==, tableContent=null), ArticleFig(id=1175039868943085735, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=P/Ko4VoO7YjlsuNQAXWGBw==, figureFileBig=lxA++mA2ghPsfgQhBbUNiQ==, tableContent=null), ArticleFig(id=1175039869001805992, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图4, caption=坡面局部崩塌位移等值线, figureFileSmall=P/Ko4VoO7YjlsuNQAXWGBw==, figureFileBig=lxA++mA2ghPsfgQhBbUNiQ==, tableContent=null), ArticleFig(id=1175039869060526249, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=wtqTtCJATnvvT3GRrV2MJA==, figureFileBig=x92dRB16v26AL3Wux69VtQ==, tableContent=null), ArticleFig(id=1175039869115052202, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图5, caption=坡体A型滑移边坡塑性区, figureFileSmall=wtqTtCJATnvvT3GRrV2MJA==, figureFileBig=x92dRB16v26AL3Wux69VtQ==, tableContent=null), ArticleFig(id=1175039869177966763, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=LOAS3W2MGlZMID3zVpn/HQ==, figureFileBig=vsC6num9u4bqDWz1Am9QtA==, tableContent=null), ArticleFig(id=1175039869236687020, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图6, caption=坡体A型滑移位移等值线图, figureFileSmall=LOAS3W2MGlZMID3zVpn/HQ==, figureFileBig=vsC6num9u4bqDWz1Am9QtA==, tableContent=null), ArticleFig(id=1175039869295407277, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=xJ83odna9qO/xkLHs1v7NQ==, figureFileBig=aBjZtmWg+Zn0jyUEPjZ+3A==, tableContent=null), ArticleFig(id=1175039869349933230, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图7, caption=坡体B型滑移边坡塑性区, figureFileSmall=xJ83odna9qO/xkLHs1v7NQ==, figureFileBig=aBjZtmWg+Zn0jyUEPjZ+3A==, tableContent=null), ArticleFig(id=1175039869412847791, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=1CeUVzgQ36WOYgcPQ+ONnw==, figureFileBig=WqX0kim36XN/Z++KKnixoQ==, tableContent=null), ArticleFig(id=1175039869479956656, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图8, caption=坡体B型滑移位移等值线, figureFileSmall=1CeUVzgQ36WOYgcPQ+ONnw==, figureFileBig=WqX0kim36XN/Z++KKnixoQ==, tableContent=null), ArticleFig(id=1175039869542871217, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=V1pTMnua3cK0v4eSdGeu2g==, figureFileBig=p6E1gKQUYG8LcGcaT9J8kA==, tableContent=null), ArticleFig(id=1175039869597397170, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图9, caption=坡体C型滑移边坡塑性区, figureFileSmall=V1pTMnua3cK0v4eSdGeu2g==, figureFileBig=p6E1gKQUYG8LcGcaT9J8kA==, tableContent=null), ArticleFig(id=1175039869651923123, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=fwLOtER1z2Ty9tnVokuwcQ==, figureFileBig=RcXaj5qnIlwPPML8Z6QJQw==, tableContent=null), ArticleFig(id=1175039869706449076, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图10, caption=坡体C型滑移位移等值线, figureFileSmall=fwLOtER1z2Ty9tnVokuwcQ==, figureFileBig=RcXaj5qnIlwPPML8Z6QJQw==, tableContent=null), ArticleFig(id=1175039869769363637, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=BtAFOwpLqjP5QXVRJSHO7A==, figureFileBig=DC/mirhuYlNWqdcJHkq82g==, tableContent=null), ArticleFig(id=1175039869819695286, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图11, caption=不同失稳破坏模式示意图, figureFileSmall=BtAFOwpLqjP5QXVRJSHO7A==, figureFileBig=DC/mirhuYlNWqdcJHkq82g==, tableContent=null), ArticleFig(id=1175039869874221239, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=cyO9IAzgqjT/N7LSWfdgYw==, figureFileBig=DKCgcXrdzQJm4vKaU3Cm/Q==, tableContent=null), ArticleFig(id=1175039869928747192, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图12, caption=边坡支护位置示意图, figureFileSmall=cyO9IAzgqjT/N7LSWfdgYw==, figureFileBig=DKCgcXrdzQJm4vKaU3Cm/Q==, tableContent=null), ArticleFig(id=1175039869995856057, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=u16u1J2xx9p394nIcWtUzQ==, figureFileBig=IoptILuuKzTHdNEbsdJxfQ==, tableContent=null), ArticleFig(id=1175039870058770618, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=图13, caption=边坡支护后位移等值线, figureFileSmall=u16u1J2xx9p394nIcWtUzQ==, figureFileBig=IoptILuuKzTHdNEbsdJxfQ==, tableContent=null), ArticleFig(id=1175039870113296571, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=null, figureFileBig=null, tableContent=

岩土类型	重度/ (kN·m-3)	黏聚力/ kPa	摩擦角/ (°)	泊松比	弹性模 量/kPa
碎石土	21	22	30	0.38	52 000
变质岩屑 砂岩夹板岩	25	590	55	0.38	2 578 000
砂岩板岩	25	630	55	0.25	1 856 000
板岩为主 夹粉砂岩	23	320	45	0.32	3 180 000
板岩夹石 英砂岩	26	450	50	0.33	1 637 000

), ArticleFig(id=1175039870184599740, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=表1, caption=

各土层物理力学参数

, figureFileSmall=null, figureFileBig=null, tableContent=

岩土类型	重度/ (kN·m-3)	黏聚力/ kPa	摩擦角/ (°)	泊松比	弹性模 量/kPa
碎石土	21	22	30	0.38	52 000
变质岩屑 砂岩夹板岩	25	590	55	0.38	2 578 000
砂岩板岩	25	630	55	0.25	1 856 000
板岩为主 夹粉砂岩	23	320	45	0.32	3 180 000
板岩夹石 英砂岩	26	450	50	0.33	1 637 000

), ArticleFig(id=1175039870247514301, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=EN, label=null, caption=null, figureFileSmall=null, figureFileBig=null, tableContent=

规格	锚固 段长 度/ m	锚固 段直 径/ mm	锚固段 弹性 模量/ kPa	锚固段 截面面 积/m2	锚固段 惯性矩/ m4	自由段 弹性 模量/ kPa	自由段 截面 面积/ m2
1	12	130	2.9×107	0.013 3	2.804×10-5	2×108	0.000 508
2	10	110	2.9×107	0.009 5	1.437×10-5	2×108	0.000 508

), ArticleFig(id=1175039870323011774, tenantId=1146029695717560320, journalId=1146123222451335185, articleId=1174390606110539980, language=CN, label=表2, caption=

锚索框架梁设计参数

, figureFileSmall=null, figureFileBig=null, tableContent=

规格	锚固 段长 度/ m	锚固 段直 径/ mm	锚固段 弹性 模量/ kPa	锚固段 截面面 积/m2	锚固段 惯性矩/ m4	自由段 弹性 模量/ kPa	自由段 截面 面积/ m2
1	12	130	2.9×107	0.013 3	2.804×10-5	2×108	0.000 508
2	10	110	2.9×107	0.009 5	1.437×10-5	2×108	0.000 508

)], attaches=null, journal=Journal(id=1146119232468656133, delFlag=0, nameCn=科技和产业, nameEn=Science Technology and Industry, nameHistory1=null, nameHistory2=null, issn=1671-1807, eissn=, cn=11-4671/T, coden=null, periodic=3, language=CN, oaType=是, 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=null, officePhone=null, editDirector=null, officeDirector=null, officeDirectorPhone=null, officeStaffNum=null, officeEmpNum=null, coverPicUrl=65omA9nasEwsJtKyya4q2A==, journalPrice=null, startedYear=null, abbrevIsoEn=Sci Technol Ind, journalRemark=null, publicationField=null, createdTime=null, updatedTime=1755589264235, createdBy=null, updatedBy=15831073675, firstLetterCn=S, firstLetterEn=S, subjectCode=Engineering, subjectName=工程, subjectCodeEn=Engineering, subjectNameEn=null, picCn=65omA9nasEwsJtKyya4q2A==, picEn=/wwFtLNQXxKpecNSjAf1AQ==, jcr=null, cjcr=null, exts=[JournalExt(id=1164589040427811221, language=CN, name=科技和产业, nameHistory1=null, nameHistory2=null, managedBy=, sponsoredBy=, publishedBy=, editorOffice=, officeProv=null, officeCity=null, officeAddr=, officeZip=, editDirector=null, officeDirector=null, officePhone=null, coverPicUrl=null, journalRemark=, submitArticleUrl=null, websiteUrl=http://www.kjhcy.org/kjycy/home, createdTime=1755589264256, updatedTime=1755589264256, createdBy=15831073675, updatedBy=15831073675, submissionGuidelinesUrl=http://www.kjhcy.org/kjycy/site/menu/20110121105642001, submissionAuthorUrl=http://www.kjhcy.org/kjycy/author/login, submissionEditorUrl=http://www.kjhcy.org/kjycy/editor/login, submissionReviewUrl=http://www.kjhcy.org/kjycy/user/login, submissionCeEditorUrl=, submissionAeEditorUrl=, option={"copyright":""}), JournalExt(id=1164589040473948566, language=EN, name=Science Technology and Industry, nameHistory1=null, nameHistory2=null, managedBy=, sponsoredBy=, publishedBy=, editorOffice=, officeProv=null, officeCity=null, officeAddr=, officeZip=, editDirector=null, officeDirector=null, officePhone=null, coverPicUrl=null, journalRemark=, submitArticleUrl=null, websiteUrl=http://www.kjhcy.org/kjycy/home, createdTime=1755589264267, updatedTime=1755589264267, createdBy=15831073675, updatedBy=15831073675, submissionGuidelinesUrl=, submissionAuthorUrl=http://www.kjhcy.org/kjycy/author/login, submissionEditorUrl=http://www.kjhcy.org/kjycy/editor/login, submissionReviewUrl=http://www.kjhcy.org/kjycy/user/login, submissionCeEditorUrl=, submissionAeEditorUrl=, option={"copyright":""})], databaseList=null, tenantJournalId=1146123222451335185, websiteList=[Website(id=1148243202395595182, webName=null, webTitle=null, webDomain=null, webCopyrigh=null, webIpcNo=null, seoTitle=null, seoKeywords=null, seoDescription=null, tenantJournalId=null, journalId=1146123222451335185, 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/kjhcy/CN, language=CN, createTime=1751692112778, createBy=18614031015, updateTime=1753522130587, updateBy=18614031015, name=科技和产业-中文站点, tplId=1146099689490845704, title=科技和产业, delFlag=0, indexPage=/home, props=[WebsiteProps(id=1155919343281103033, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1148243202395595182, code=articleTextType, value=kx, createTime=1753522247381, updateTime=1753522247381, creator=18614031015, updator=18614031015), WebsiteProps(id=1155919343260131510, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1148243202395595182, code=banner, value=null, createTime=1753522247376, updateTime=1753522247376, creator=18614031015, updator=18614031015), WebsiteProps(id=1155919343251742901, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1148243202395595182, code=logo, value=https://castjournals.cast.org.cn/joweb/kjdb/CN/file/pic?fileId=NeDGaoVSnAwTO5bjjrifjg==, createTime=1753522247374, updateTime=1753522247374, creator=18614031015, updator=18614031015), WebsiteProps(id=1155919343272714424, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1148243202395595182, code=picServerUrl, value=https://castjournals.cast.org.cn/joweb/kjdb/CN/file/pic, createTime=1753522247379, updateTime=1753522247379, creator=18614031015, updator=18614031015), WebsiteProps(id=1155919343268520119, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1148243202395595182, code=staticResourcePath, value=https://castjournals.cast.org.cn/joweb/cast_kjdb_cn_619/, createTime=1753522247378, updateTime=1753522247378, creator=18614031015, updator=18614031015)]), Website(id=1155919131955314719, webName=null, webTitle=null, webDomain=null, webCopyrigh=null, webIpcNo=null, seoTitle=null, seoKeywords=null, seoDescription=null, tenantJournalId=null, journalId=1146123222451335185, 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/kjhcy/EN, language=EN, createTime=1753522197002, createBy=18614031015, updateTime=1753522207756, updateBy=18614031015, name=科技和产业-英文站点, tplId=1146101810881728533, title=Science Technology and Industry, delFlag=0, indexPage=/home, props=[WebsiteProps(id=1155919498877194448, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1155919131955314719, code=articleTextType, value=kx, createTime=1753522284478, updateTime=1753522284478, creator=18614031015, updator=18614031015), WebsiteProps(id=1155919498860417229, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1155919131955314719, code=banner, value=null, createTime=1753522284474, updateTime=1753522284474, creator=18614031015, updator=18614031015), WebsiteProps(id=1155919498852028620, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1155919131955314719, code=logo, value=https://castjournals.cast.org.cn/joweb/kjdb/CN/file/pic?fileId=NeDGaoVSnAwTO5bjjrifjg==, createTime=1753522284472, updateTime=1753522284472, creator=18614031015, updator=18614031015), WebsiteProps(id=1155919498873000143, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1155919131955314719, code=picServerUrl, value=https://castjournals.cast.org.cn/joweb/kjdb/CN/file/pic, createTime=1753522284477, updateTime=1753522284477, creator=18614031015, updator=18614031015), WebsiteProps(id=1155919498864611534, tenantId=1146029695717560320, journalId=null, journalGroupId=null, siteId=1155919131955314719, code=staticResourcePath, value=https://castjournals.cast.org.cn/joweb/cast_kjdb_cn_619/, createTime=1753522284476, updateTime=1753522284476, creator=18614031015, updator=18614031015)])], journalTitle=科技和产业, weixinUrl=null, journalUrl=null, iacademicId=null, status=0, seqNo=null, journalTitleEn=Science Technology and Industry, journalPhotoCn=65omA9nasEwsJtKyya4q2A==, journalPhotoEn=/wwFtLNQXxKpecNSjAf1AQ==, journalFirstLetter=S, 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/kjhcy/CN/Y2025/V25/I14/189, detailUrlEn=https://castjournals.cast.org.cn/joweb/kjhcy/EN/Y2025/V25/I14/189, pdfUrlCn=https://castjournals.cast.org.cn/joweb/kjhcy/CN/PDF/Y2025/V25/I14/189, pdfUrlEn=https://castjournals.cast.org.cn/joweb/kjhcy/EN/PDF/Y2025/V25/I14/189, aliStartDate=null, aliEndDate=null, collectionFlag=false, citedCount=null, citedUrl=null, reference=null)