您现在的位置:建筑结构>> 期 刊>> 2010年>> 增刊02期>>正文内容
双向增强体复合地基承载力研究进展
邓子胜1,周志军2
摘 要

    邓子胜1,周志军2
  (1 五邑大学土木建筑学院,江门529020; 2 湖南大学岩土工程研究所,长沙410082)

[摘要] 双向增强体复合地基在工程实践中得到了越来越多的应用,其承载力理论研究相对滞后于工程应用。分别就水平加筋体与散体材料桩、水平加筋体与刚性桩两种情况的复合地基,对其承载力研究成果进行了归纳总结,并针对理论研究中亟待解决的问题进行了讨论,提出了几点建议,以期促进双向增强体复合地基处治技术及其理论的进一步研究,从而加速该技术的推广应用。
[关键词] 承载力;复合地基;双向增强体;研究进展

    Research progress in bearing capacity of two-direction reinforced composite foundation
   
Deng Zisheng1, Zhou zhijun2
    (1 School of Civil Engineering and Architecture, Wuyi University, Jiangmen 529020, China; 2 Institute of Geotechnical Engineering, Hunan University, Changsha 410082, China)

Abstract: Two-direction reinforced composite foundation has been increasingly applied to engineering practice, but the theoretical research on bearing capacity is relatively lagging behind. The article has reviewed research findings concerning two types of composite foundation, horizontal reinforcement combined with gravel pile and horizontal reinforcement combined with rigid pile. Additionally, unsolved problems in theoretical research in the field are discussed and some suggestions are put forward to promote both theoretical research and treatment technology of two-direction reinforced composite foundation. This will accelerate the general application of two-direction reinforced composite foundation in engineering practice.
Keywords: bearing capacity; composite foundation; two-direction reinforcements; research progress

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!