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考虑非极限状态土压力的水泥土搅拌桩围护结构水平变形计算方法*
韩业龙1,2,郑刚1,2,刁钰1,2,聂东清1,2
摘 要
(1 天津大学建筑工程学院,天津 300072;2 滨海土木工程结构与安全教育部重点实验室,天津 300072)
 
[关键词]  土压力; 非极限状态; 能量法; 围护结构; 水平变形
中图分类号:TU470.3      文献标识码: 文章编号:
*国家重点基础研究发展计划(973计划)项目(2010CB732106),国家科技支撑计划项目(2012BAJ01B02),国家自然科学基金资目(51308389)。
作者简介:韩业龙,硕士,Email:13512904913@163.com。
 
A calculation method of horizontal deformation of cement-mixing-pile retaining structure considering the earth pressure in non-limit state
Han Yelong1, 2, Zheng Gang1, 2, Diao Yu1, 2, Nie Dongqing1, 2
(1 Department of Civil Engineering, Tianjin University, Tianjin 300072, China; 2 MOE Key Laboratory of Coast Civil Structure Safety, Tianjin 300072, China)
 
Abstract: In the current design method, the Rankine's or Coulomb's earth pressure theory is generally used to calculate the earth pressure. Both of the two theories are based on the limit state of soil. However, since the soil usually has small displacement in working state, neither of the active or passive earth pressure could be reached. In other word, the soil is actually in non-limit state. According to the deformation characteristics of retaining structure, the quasi- exponential model was adopted to obtain the earth pressure in non-limit state, which is related to the displacement of retaining structure. Then, based on the energy method, the calculation method for the horizontal deformation of the cement-mixing-pile as retaining structure was established. The calculated results were verified by comparison with the measure results of case histories. It is found that the method considering the earth pressure in non-limit state has a high accuracy and practicability.
Keywords: earth pressure; non-limit state; energy method; retaining structure; horizontal deformation
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