【作者】 邓子胜； 周志军；

【Author】 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)

【机构】 五邑大学土木建筑学院； 湖南大学岩土工程研究所；

【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。更多还原

【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.更多还原