Article(id=1281685545084498803, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281685530169545672, articleNumber=null, orderNo=null, doi=10.16265/j.cnki.issn1003-3033.2025.06.1145, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1739548800000, receivedDateStr=2025-02-15, revisedDate=1744905600000, revisedDateStr=2025-04-18, acceptedDate=null, acceptedDateStr=null, onlineDate=1783507246513, onlineDateStr=2026-07-08, pubDate=1751040000000, pubDateStr=2025-06-28, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1783507246513, onlineIssueDateStr=2026-07-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1783507246513, creator=13701087609, updateTime=1783507246513, updator=13701087609, issue=Issue{id=1281685530169545672, tenantId=1146029695717560320, journalId=1146031787341344770, year='2025', volume='35', issue='6', pageStart='1', pageEnd='252', issueExtLink='null', onlineDate='null', pubDate='1751040000000', pubDateStr='2025-06-28', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1783507242958, creator='13701087609', updateTime=1783589309504, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1282029742274622413, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281685530169545672, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1282029742274622414, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281685530169545672, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=60, endPage=69, ext={EN=ArticleExt(id=1281685545285825396, articleId=1281685545084498803, tenantId=1146029695717560320, journalId=1146031787341344770, language=EN, title=On bracing mechanism and stability of two-row inclined-vertical retaining piles, columnId=1149733269173878863, journalTitle=China Safety Science Journal, columnName=Safety engineering technology, runingTitle=null, highlight=null, articleAbstract=

In order to enhance the application of double-row inclined-vertical pile composite support in loess foundation pits, model tests were conducted to investigate the displacement, internal force, and earth pressure changes of forward-inclined rear-vertical double-row piles and double-row inward-inclined pile support structures during excavation. Numerical analysis was also used to explore the effect of pile inclination on support performance. The results show that the horizontal displacement of the pile body and surface settlement outside the pit are both smaller in the inward-inclined double-row pile support compared to the forward-inclined rear-vertical pile support. Additionally, the maximum axial force, bending moment, and net earth pressure on the front row piles are also lower. As the pile inclination increases, the pile top displacement, surface settlement outside the pit, and the maximum axial force of the pile body decrease, while the maximum bending moment and the safety factor of the foundation pit increase. In the double-row inclined-vertical pile support structure, the front inclined piles function to brace internally, retain the soil, and enhance structural safety and stability, whereas the rear vertical piles serve to anchor, transfer, and distribute earth pressure. Together, they improve the overall stability of the support system. During excavation, the stress path of the soil outside the pit initially moves away from and then approaches the failure K_f line. A greater pile inclination results in the stress path staying further from the K_f line. Comparatively, the stress path of the inward-inclined double-row pile support stays further from the principal stress K_f line, leading to higher safety and stability of the foundation pit.

, authors=Weiping CAO¹, Hannan XIAO^{**, 1}, Longping LUO¹, Pin LYU¹, Ming ZHAO², authorsList=Weiping CAO, Hannan XIAO, Longping LUO, Pin LYU, Ming ZHAO, authorCompany=null, correspAuthors=Hannan XIAO, 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, fund=null), CN=ArticleExt(id=1281685545801724791, articleId=1281685545084498803, tenantId=1146029695717560320, journalId=1146031787341344770, language=CN, title=双排斜直桩基坑支护工作机制及稳定性分析, columnId=1149733269727526997, journalTitle=中国安全科学学报, columnName=安全工程技术, runingTitle=null, highlight=null, articleAbstract=

为提高双排斜直桩组合支护在黄土基坑中的应用，通过模型试验研究黄土基坑中前斜后直双排桩和双排内斜桩支护结构在开挖过程中的位移、内力及土压力变化，并通过数值分析探讨斜桩倾角对支护效果的影响。结果表明：双排内斜桩支护的桩身水平位移和坑外地表沉降均小于前斜后直桩支护，其前排桩的最大轴力、弯矩和净土压力也较低。随着斜桩倾角增大，桩顶位移、坑外地表沉降及桩身最大轴力减少，而桩身最大弯矩和基坑安全性系数增加。在双排斜直桩支护结构中，前排斜桩负责内撑、支挡土体及提高结构安全性和稳定性，后排桩则承担拉锚、传递及分散土压力的作用，两者协同提升支护结构的整体稳定性。基坑开挖过程中，坑外土体应力路径先远离后靠近破坏K_f线，斜桩倾角越大，土体应力路径越远离K_f线；相比之下，双排内斜桩支护的土体应力路径更远离主应力K_f线，基坑的安全性和稳定性更高。

, authors=曹卫平教授¹, 肖涵楠^{**, 1}, 罗龙平¹, 吕品¹, 赵敏教授², authorsList=曹卫平教授, 肖涵楠, 罗龙平, 吕品, 赵敏教授, authorCompany=null, correspAuthors=肖涵楠, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=Qa9OOMMNSQS9xV2idcPrYA==, magXml=IPXPvMPDaYhPZcq6N2Sq3g==, pdfUrl=null, pdf=DfQ1dH/iwMqm9WfqkRSSTQ==, pdfFileSize=2292738, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=9LYni4jXir9AN1A1OyjpEA==, mapNumber=null, fund=null)}, authors=[Author(id=1281685546254709631, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1281685545084498803, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=capwp@xauate.edu.cn, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1281685546342790017, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1281685545084498803, authorId=1281685546254709631, language=EN, stringName=Weiping CAO, firstName=Weiping, middleName=null, lastName=CAO, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=¹School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an Shaanxi 710055, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1281685546409898882, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1281685545084498803, authorId=1281685546254709631, language=CN, stringName=曹卫平教授, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=¹西安建筑科技大学 土木工程学院，陕西 西安 710055, bio={"content":"

曹卫平（1969—），男，陕西杨凌人，博士，教授，主要从事黄土桩基工程及软土地基处理等方面的研究。E-mail: capwp@xauate.edu.cn。

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曹卫平（1969—），男，陕西杨凌人，博士，教授，主要从事黄土桩基工程及软土地基处理等方面的研究。E-mail: capwp@xauate.edu.cn。

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