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碎石桩复合地基复合模量极限值分析
40 6 () Vol.40 No.6
2009 12 Journal of Central South University (Science and Technology) Dec. 2009
( 410082)
1.1~1.4
TU 443 A 1672−7207(2009)06−1718−06
Limit value of composite modulus of
gravel pile composite foundation
ZHAO Ming-hua, SUN Jian-bing, ZHANG Yong-jie, ZHANG Ling
(Geotechnical Engineering Institute, Hunan University, Changsha 410082, China)
Abstract: Based on the fact that the composite modulus of composite foundation is a key parameter in settlement
calculations, and that it is hard to obtain precise solutions that are completely conformed to reality, the composite
modulus of gravel pile composite foundation and its disadvantages were calculated based on the discussion of the existing
method, the calculation formula of the limit value of the composite modulus was obtained, the minimum potential energy
principle and the principle of minimum complementary energy were applied, and the gravel pile composite foundation
was treated as a composite material composed of pile and soil in this process to avoid the analysis of complex interaction
between piles and soil. Moreover, several factors which affect the limit value of the composite modulus such as
compression modulus of pile and soil, Poisons’s ratio of s
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