IMECH-IR  > 环境力学重点实验室(2009-2011)
抗滑桩与滑体之间土拱效应的理论分析
Alternative TitleTHEORETICAL ANALYSIS OF THE SOIL-ARC MECHANISM BETWEEN SOILS AND REINFORCING PILES
魏作安; 周永昆; 万玲; 赵颖; 代高飞
Source Publication力学与实践
2010
Volume32Issue:3Pages:57-61
ISSN1000-0879
Abstract从力平衡的角度,分析了抗滑桩的抗滑阻力与滑体的下滑力之间的依存关系以及传递过程.利用弹性力学理论,推导出桩后土体应力场的分布函数.通过绘制应力等值线图,发现抗滑桩与土体之间产生土拱现象的机制是滑体内的应力状态由不平衡逐渐到达平衡的结果,属于应力拱的表现形式
Keyword抗滑桩 应力分布 解析解 岩土力学
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Indexed ByCSCD
Language中文
Funding Organization国家自然科学基金(10772205) ; 高等学校博士学科点专项科研基金(200806110012) ; 中国博士后科学基金(20070420123) ; 湖南省煤矿安全开采技术重点实验室开放基金(200806)资助项目
CSCD IDCSCD:3940837
Citation statistics
Cited Times:4[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/43768
Collection环境力学重点实验室(2009-2011)
Corresponding Author魏作安
Recommended Citation
GB/T 7714
魏作安,周永昆,万玲,等. 抗滑桩与滑体之间土拱效应的理论分析[J]. 力学与实践,2010,32(3):57-61.
APA 魏作安,周永昆,万玲,赵颖,&代高飞.(2010).抗滑桩与滑体之间土拱效应的理论分析.力学与实践,32(3),57-61.
MLA 魏作安,et al."抗滑桩与滑体之间土拱效应的理论分析".力学与实践 32.3(2010):57-61.
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