Article(id=1149769462804562905, tenantId=1146029695717560320, journalId=1146123166801305609, issueId=1149769458706723113, articleNumber=null, orderNo=null, doi=10.12404/j.issn.1671-1815.2404432, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1718208000000, receivedDateStr=2024-06-13, revisedDate=1740326400000, revisedDateStr=2025-02-24, acceptedDate=null, acceptedDateStr=null, onlineDate=1752056001616, onlineDateStr=2025-07-09, pubDate=1747497600000, pubDateStr=2025-05-18, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1752056001616, onlineIssueDateStr=2025-07-09, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1752056001616, creator=13701087609, updateTime=1752056001616, updator=13701087609, issue=Issue{id=1149769458706723113, tenantId=1146029695717560320, journalId=1146123166801305609, year='2025', volume='25', issue='14', pageStart='5705', pageEnd='6154', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1752056000638, creator=13701087609, updateTime=1768456798957, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1218559392753041779, tenantId=1146029695717560320, journalId=1146123166801305609, issueId=1149769458706723113, language=EN, specialIssueTitle=, coverIllustrator=, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1218559392753041780, tenantId=1146029695717560320, journalId=1146123166801305609, issueId=1149769458706723113, language=CN, specialIssueTitle=, coverIllustrator=, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=6009, endPage=6015, ext={EN=ArticleExt(id=1149769463144301534, articleId=1149769462804562905, tenantId=1146029695717560320, journalId=1146123166801305609, language=EN, title=The Shear Test of the Contact Surface between Root Soil Composite and Rock Mass, columnId=1156262729917780302, journalTitle=Science Technology and Engineering, columnName=Papers·Architectural Science, runingTitle=null, highlight=null, articleAbstract=
To investigate the mechanism of interaction between root-soil composites and rock interfaces in the ecological protection of rocky slopes, physical models of interfaces were established, considering different plant species, types of soil for slope protection, and degrees of rock weathering. Under natural stress conditions, direct shear tests on the root-soil-rock interfaces were conducted. The variation patterns of shear strength and shear displacement at the interfaces were revealed, and the influence mechanisms of plant root morphology, types of protective soil, and rock weathering degree on the shear strength of the interfaces were analyzed. The results indicate that plant roots, penetrating through the slope protection soil and into the bedrock fissures, significantly enhance the shear strength of the soil in the shear zone and the anti-slip capacity of the soil-rock interface, thereby improving the overall cohesion between the slope protection soil and the rock. The shear strength of the interface is positively correlated with the vertical extension of plant roots and the degree of rock weathering. Compared to scenarios without plants, the planting of vetiver grass increased the peak shear strength by 53.9%, and under highly weathered bedrock conditions, the peak strength increased by 22.4%. Compared to ordinary soil, substrate soil containing binders and aggregating agents significantly improved the shear performance of the soil, increasing the peak shear strength of the interface by 20.1%.
, correspAuthors=Jin-hui LI, 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=Peng CHENG, Yu-jiang XIE, Wen-sheng ZHANG, Jin-hui LI, Jian-wu LIN), CN=ArticleExt(id=1149769503879381919, articleId=1149769462804562905, tenantId=1146029695717560320, journalId=1146123166801305609, language=CN, title=根土复合体与岩体接触面剪切试验, columnId=1156262730517565784, journalTitle=科学技术与工程, columnName=论文·建筑科学, runingTitle=null, highlight=null, articleAbstract=
为了研究岩质边坡生态防护中根土复合体与岩石接触面的作用机理,通过构建不同植物种类、护坡土体类型与岩石风化程度的接触面物理模型,在天然应力条件下,开展了根土岩接触面的直接剪切试验,揭示了接触面抗剪强度和剪切位移的变化规律,并分析了植物根系形态、护坡土体类型、岩石风化程度对接触面抗剪强度的影响机理。结果表明,植物根系通过护坡土体并伸入基岩裂隙,显著提高了剪切带土体抗剪强度和土岩交界面抗滑移能力,从而增强了护坡土体与岩石的整体性;接触面抗剪强度与植物根系竖向延伸程度及岩石风化程度正相关,相较于无植物工况,当种植香根草时峰值抗剪强度提高了53.9%,强风化基岩条件下提高峰值强度达22.4%。相较于普通土,添加有黏合剂与团粒剂的基材土可显著提高土体抗剪性能,提升接触面峰值抗剪强度达20.1%。
, correspAuthors=李锦辉, authorNote=null, correspAuthorsNote=
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, authorsList=程鹏, 谢玉江, 张文生, 李锦辉, 林建武)}, authors=[Author(id=1172929968825839930, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=chengpeng18@hit.edu.cn, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1172929968947474748, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, authorId=1172929968825839930, language=EN, stringName=Peng CHENG, firstName=Peng, middleName=null, lastName=CHENG, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
1, address=1. Education Center of Experiments and Innovations, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1172929969022972221, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, authorId=1172929968825839930, language=CN, stringName=程鹏, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
1, address=1. 哈尔滨工业大学(深圳)实验与创新实践教育中心, 深圳 518055, bio={"content":"
程鹏(1994—),男,汉族,辽宁铁岭人,硕士,实验师。研究方向:边坡稳定性。E-mail:chengpeng18@hit.edu.cn。
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程鹏(1994—),男,汉族,辽宁铁岭人,硕士,实验师。研究方向:边坡稳定性。E-mail:chengpeng18@hit.edu.cn。
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2019., articleTitle=null, refAbstract=null)], funds=[Fund(id=1172929973632512382, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, awardId=2021YFC3001002, language=CN, fundingSource=国家重点研发计划(2021YFC3001002), fundOrder=null, country=null), Fund(id=1172929973682844031, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, awardId=2022K057-Z, language=CN, fundingSource=中国铁路广州局集团有限公司科技研究开发计划(2022K057-Z), fundOrder=null, country=null)], companyList=[AuthorCompany(id=1172929968528044333, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, xref=null, ext=[AuthorCompanyExt(id=1172929968532238638, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, companyId=1172929968528044333, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=1. Education Center of Experiments and Innovations, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China), AuthorCompanyExt(id=1172929968540627247, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, companyId=1172929968528044333, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=1. 哈尔滨工业大学(深圳)实验与创新实践教育中心, 深圳 518055)]), AuthorCompany(id=1172929968603541808, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, xref=null, ext=[AuthorCompanyExt(id=1172929968607736113, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, companyId=1172929968603541808, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=2. School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China), AuthorCompanyExt(id=1172929968616124722, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, companyId=1172929968603541808, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=2. 哈尔滨工业大学(深圳)土木与环境工程学院, 深圳 518055)]), AuthorCompany(id=1172929968679039283, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, xref=null, ext=[AuthorCompanyExt(id=1172929968683233588, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, companyId=1172929968679039283, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=3. Guangdong Provincial Key Laboratory of Intelligent and Resilient Structures for Civil Engineering, Shenzhen 518055, China), AuthorCompanyExt(id=1172929968691622197, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, companyId=1172929968679039283, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=3. 广东省土木工程智能韧性结构重点实验室, 深圳 518055)]), AuthorCompany(id=1172929968741953846, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, xref=null, ext=[AuthorCompanyExt(id=1172929968750342455, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, companyId=1172929968741953846, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=4. Xiamen-Shenzhen Railway Guangdong Co., Ltd., Shenzhen 518000, China), AuthorCompanyExt(id=1172929968754536760, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, companyId=1172929968741953846, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=4. 厦深铁路广东有限公司, 深圳 518000)])], figs=[ArticleFig(id=1172929971073986912, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.1, caption=
Root morphology of Bermuda grass and Vetiver grass, figureFileSmall=Cke1UHr20xLik5jtTY9UMQ==, figureFileBig=LEJouhOKyYgJKMA8mDhMDA==, tableContent=null), ArticleFig(id=1172929971120124257, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图1, caption=
狗牙根草与香根草根系形态, figureFileSmall=Cke1UHr20xLik5jtTY9UMQ==, figureFileBig=LEJouhOKyYgJKMA8mDhMDA==, tableContent=null), ArticleFig(id=1172929971166261602, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.2, caption=
Weathered bedrock samples, figureFileSmall=VE53vaVIaOSZWSFtV0rU0Q==, figureFileBig=6vWkNZ23egbooFeE+w23WA==, tableContent=null), ArticleFig(id=1172929971241759075, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图2, caption=
风化基岩试件, figureFileSmall=VE53vaVIaOSZWSFtV0rU0Q==, figureFileBig=6vWkNZ23egbooFeE+w23WA==, tableContent=null), ArticleFig(id=1172929971334033764, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.3, caption=
Experimental equipment, figureFileSmall=Ackis4VxZHkItLrpTq1B/Q==, figureFileBig=7F1s5J1us7eRG67f52J35g==, tableContent=null), ArticleFig(id=1172929971384365413, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图3, caption=
试验设备, figureFileSmall=Ackis4VxZHkItLrpTq1B/Q==, figureFileBig=7F1s5J1us7eRG67f52J35g==, tableContent=null), ArticleFig(id=1172929971451474278, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.4, caption=
Shear test results for the contact surface, figureFileSmall=jxLSJZTCUAV8JHDFosluQA==, figureFileBig=6SBdri5K0jhwk/d5lq8/ow==, tableContent=null), ArticleFig(id=1172929971506000231, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图4, caption=
接触面剪切试验结果, figureFileSmall=jxLSJZTCUAV8JHDFosluQA==, figureFileBig=6SBdri5K0jhwk/d5lq8/ow==, tableContent=null), ArticleFig(id=1172929971560526184, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.5, caption=
Deformation of interface and shear zone soil, figureFileSmall=CsLhItJZuCsT+iGYP/E1KA==, figureFileBig=MSEiumAE2xdiV5WXowbxrw==, tableContent=null), ArticleFig(id=1172929971606663529, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图5, caption=
交界面变形与剪切带土体变形, figureFileSmall=CsLhItJZuCsT+iGYP/E1KA==, figureFileBig=MSEiumAE2xdiV5WXowbxrw==, tableContent=null), ArticleFig(id=1172929971656995178, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.6, caption=
The roots of Bermuda grass, figureFileSmall=Z85+pfze18vF5/F2jQO23A==, figureFileBig=7PRemNLyzdBPY9OelNcxlw==, tableContent=null), ArticleFig(id=1172929971745075563, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图6, caption=
狗牙根草根系, figureFileSmall=Z85+pfze18vF5/F2jQO23A==, figureFileBig=7PRemNLyzdBPY9OelNcxlw==, tableContent=null), ArticleFig(id=1172929971791212908, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.7, caption=
The roots of Vetiver grass, figureFileSmall=1TXsHQCQBo+PeuH2C0rvJw==, figureFileBig=qVSWEMrSD4970eXAL1/OmQ==, tableContent=null), ArticleFig(id=1172929971870904685, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图7, caption=
香根草根系, figureFileSmall=1TXsHQCQBo+PeuH2C0rvJw==, figureFileBig=qVSWEMrSD4970eXAL1/OmQ==, tableContent=null), ArticleFig(id=1172929971971567982, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.8, caption=
Changes in the characteristics of vetiver root systems during the cutting process, figureFileSmall=mWjto1QaixVNUH84Fq6M+g==, figureFileBig=UhVsKTT8S95/yCvTQRtZDg==, tableContent=null), ArticleFig(id=1172929972126757231, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图8, caption=
剪切过程中香根草根系变化, figureFileSmall=mWjto1QaixVNUH84Fq6M+g==, figureFileBig=UhVsKTT8S95/yCvTQRtZDg==, tableContent=null), ArticleFig(id=1172929972189671792, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.9, caption=
The relationship between peak shear strength and root area’s ratio of contact surface, figureFileSmall=8Xmf3XijbS+ChtavuETj/Q==, figureFileBig=p3M/YE3CFOgPh/gfJC1l7A==, tableContent=null), ArticleFig(id=1172929972260974961, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图9, caption=
峰值抗剪强度与接触面根系面积比的关系, figureFileSmall=8Xmf3XijbS+ChtavuETj/Q==, figureFileBig=p3M/YE3CFOgPh/gfJC1l7A==, tableContent=null), ArticleFig(id=1172929972315500914, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.10, caption=
The relationship between shear displacement corresponding to peak shear stress and root area’s ratio of contact surface, figureFileSmall=Nk2x3A48zXOLvVlR6+IO/g==, figureFileBig=i6VVcnT6FQSzgV08vv5YlA==, tableContent=null), ArticleFig(id=1172929972374221171, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图10, caption=
峰值剪应力对应的剪切位移与根系面积比的关系, figureFileSmall=Nk2x3A48zXOLvVlR6+IO/g==, figureFileBig=i6VVcnT6FQSzgV08vv5YlA==, tableContent=null), ArticleFig(id=1172929972445524340, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Fig.11, caption=
The relationship between soil type and peak shear stress, figureFileSmall=ObhdaM0cOFcRbP9tTMi7Cg==, figureFileBig=BU8Mnf1MBzdGr9XIoixrQA==, tableContent=null), ArticleFig(id=1172929972504244597, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=图11, caption=
土体类型与峰值剪应力的关系, figureFileSmall=ObhdaM0cOFcRbP9tTMi7Cg==, figureFileBig=BU8Mnf1MBzdGr9XIoixrQA==, tableContent=null), ArticleFig(id=1172929972558770550, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Table 1, caption=
Section of experimental parameters
, figureFileSmall=null, figureFileBig=null, tableContent=
| 试验因素 | 试验水平 |
| 植物种类 | 须根系植物 |
| 直根系植物 |
| 无植物 |
| 护坡土体类型 | 壤土 |
| 生态基材土 |
| 岩体风化程度 | 未风化基岩 |
| 弱风化基岩 |
| 强风化基岩 |
), ArticleFig(id=1172929972680405367, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=表1, caption=
试验因素与水平
, figureFileSmall=null, figureFileBig=null, tableContent=
| 试验因素 | 试验水平 |
| 植物种类 | 须根系植物 |
| 直根系植物 |
| 无植物 |
| 护坡土体类型 | 壤土 |
| 生态基材土 |
| 岩体风化程度 | 未风化基岩 |
| 弱风化基岩 |
| 强风化基岩 |
), ArticleFig(id=1172929972755902840, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Table 2, caption=
Experimental series
, figureFileSmall=null, figureFileBig=null, tableContent=
工
况 | 植物
类型 | 土体
类型 | 裂隙间
距/cm | 工
况 | 植物
类型 | 土体
类型 | 裂隙间
距/cm |
| 1 | 狗牙根 | 壤土 | — | 10 | 香根草 | 基材土 | — |
| 2 | 狗牙根 | 壤土 | 20 | 11 | 香根草 | 基材土 | 20 |
| 3 | 狗牙根 | 壤土 | 10 | 12 | 香根草 | 基材土 | 10 |
| 4 | 狗牙根 | 基材土 | — | 13 | 无植物 | 壤土 | — |
| 5 | 狗牙根 | 基材土 | 20 | 14 | 无植物 | 壤土 | 20 |
| 6 | 狗牙根 | 基材土 | 10 | 15 | 无植物 | 壤土 | 10 |
| 7 | 香根草 | 壤土 | — | 16 | 无植物 | 基材土 | — |
| 8 | 香根草 | 壤土 | 20 | 17 | 无植物 | 基材土 | 20 |
| 9 | 香根草 | 壤土 | 10 | 18 | 无植物 | 基材土 | 10 |
), ArticleFig(id=1172929972864954745, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=表2, caption=
试验工况
, figureFileSmall=null, figureFileBig=null, tableContent=
工
况 | 植物
类型 | 土体
类型 | 裂隙间
距/cm | 工
况 | 植物
类型 | 土体
类型 | 裂隙间
距/cm |
| 1 | 狗牙根 | 壤土 | — | 10 | 香根草 | 基材土 | — |
| 2 | 狗牙根 | 壤土 | 20 | 11 | 香根草 | 基材土 | 20 |
| 3 | 狗牙根 | 壤土 | 10 | 12 | 香根草 | 基材土 | 10 |
| 4 | 狗牙根 | 基材土 | — | 13 | 无植物 | 壤土 | — |
| 5 | 狗牙根 | 基材土 | 20 | 14 | 无植物 | 壤土 | 20 |
| 6 | 狗牙根 | 基材土 | 10 | 15 | 无植物 | 壤土 | 10 |
| 7 | 香根草 | 壤土 | — | 16 | 无植物 | 基材土 | — |
| 8 | 香根草 | 壤土 | 20 | 17 | 无植物 | 基材土 | 20 |
| 9 | 香根草 | 壤土 | 10 | 18 | 无植物 | 基材土 | 10 |
), ArticleFig(id=1172929973200499066, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Table 3, caption=
The impact of bedrock’s weathered degree on contact surface’s peak shear strength
, figureFileSmall=null, figureFileBig=null, tableContent=
| 基岩风化程度 | 普通土 | 基材土 |
狗牙根
草/% | 香根草/
% | 狗牙根
草/% | 香根草/
% |
| 未风化基岩 | 0.0 | 0.0 | 0.0 | 0.0 |
| 弱风化基岩 | 2.9 | 4.8 | 4.9 | 10.0 |
| 强风化基岩 | 5.7 | 16.7 | 9.8 | 28.0 |
), ArticleFig(id=1172929973301162363, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=表3, caption=
基岩风化程度对接触面峰值剪切强度的影响
, figureFileSmall=null, figureFileBig=null, tableContent=
| 基岩风化程度 | 普通土 | 基材土 |
狗牙根
草/% | 香根草/
% | 狗牙根
草/% | 香根草/
% |
| 未风化基岩 | 0.0 | 0.0 | 0.0 | 0.0 |
| 弱风化基岩 | 2.9 | 4.8 | 4.9 | 10.0 |
| 强风化基岩 | 5.7 | 16.7 | 9.8 | 28.0 |
), ArticleFig(id=1172929973359882620, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=EN, label=Table 4, caption=
Statistics of root system penetration into weathered bedrock
, figureFileSmall=null, figureFileBig=null, tableContent=
| 试验工况 | 根系面积/mm2 | 接触面根系面积比/‰ |
| 普通土、未风化基岩 | 1.227 | 0.018 |
| 2.454 | 0.035 |
| 普通土、弱风化基岩 | 8.446 | 0.119 |
| 9.228 | 0.131 |
| 普通土、强风化基岩 | 13.008 | 0.184 |
| 14.677 | 0.208 |
| 基材土、未风化基岩 | 2.450 | 0.034 |
| 2.896 | 0.041 |
| 基材土、弱风化基岩 | 11.781 | 0.167 |
| 10.554 | 0.149 |
| 基材土、强风化基岩 | 8.439 | 0.119 |
| 16.788 | 0.238 |
), ArticleFig(id=1172929973447963005, tenantId=1146029695717560320, journalId=1146123166801305609, articleId=1149769462804562905, language=CN, label=表4, caption=
根系伸入风化基岩情况统计
, figureFileSmall=null, figureFileBig=null, tableContent=
| 试验工况 | 根系面积/mm2 | 接触面根系面积比/‰ |
| 普通土、未风化基岩 | 1.227 | 0.018 |
| 2.454 | 0.035 |
| 普通土、弱风化基岩 | 8.446 | 0.119 |
| 9.228 | 0.131 |
| 普通土、强风化基岩 | 13.008 | 0.184 |
| 14.677 | 0.208 |
| 基材土、未风化基岩 | 2.450 | 0.034 |
| 2.896 | 0.041 |
| 基材土、弱风化基岩 | 11.781 | 0.167 |
| 10.554 | 0.149 |
| 基材土、强风化基岩 | 8.439 | 0.119 |
| 16.788 | 0.238 |
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