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岩溶地区溶洞特性对桩基承载性能的影响分析
引用本文:何春林,龚成中,吉德广. 岩溶地区溶洞特性对桩基承载性能的影响分析[J]. 淮阴工学院学报, 2006, 15(1): 78-81
作者姓名:何春林  龚成中  吉德广
作者单位:兰州理工大学,兰州,730050;淮阴工学院,江苏,淮安,223001;连云港建筑工程公司,江苏,连云港,222000
摘    要:利用有限元分析的方法,着重讨论了岩溶地区桩基承载力的主要影响因素,包括溶洞体积的大小、顶板厚度以及岩性对桩基承载力的影响。分析结果表明:在主要影响因素中,溶洞高度大小对顶板稳定性影响较小,溶洞顶板跨度、顶板厚度影响较大。而围岩的性质最为明显。这种方法也为岩溶地区桩基承载力的确定提供了新的途径。

关 键 词:岩土工程  有限元分析  承载力  岩溶桩基
文章编号:1009-7961(2006)01-0078-04
修稿时间:2005-11-02

The Influence of the Cave Characteristics on Pile Bearing Capacity in Karst Area
HE Chun-lin,GONG Cheng-zhong,JI De-guang. The Influence of the Cave Characteristics on Pile Bearing Capacity in Karst Area[J]. Journal of Huaiyin Institute of Technology, 2006, 15(1): 78-81
Authors:HE Chun-lin  GONG Cheng-zhong  JI De-guang
Abstract:This paper,based on the finite element method,discusses the major factors influencing pile bearing capacity in karst area which include the size of the cave,carrying slab thickness and the strength of rock.According to the analysis,the quality of the rock around the cave is most important of all the factors.The influence of the span of cave and the thickness of the slab is obvious.And the influence of cave height is limited.This method also provides the new way for determining the bearing behavior of pile in Karst area.
Keywords:geo-technological engineering  finite element analysis  the bearing capacity  the piles in Karst area
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