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基质吸力对基坑支护结构土压力的影响研究
引用本文:戚国庆,蔡正银,高华东,陶连金. 基质吸力对基坑支护结构土压力的影响研究[J]. 岩土力学, 2006, 27(Z1): 653-656
作者姓名:戚国庆  蔡正银  高华东  陶连金
作者单位:1. 四川大学,成都 610065;2. 广州四航工程技术研究院,广州 510230; 3. 南京水利科学研究院岩土工程研究所,南京 210024;4. 北京工业大学 建工学院,北京 100022
摘    要:在进行基坑支护设计时,现行规范采用朗肯土压力理论计算基坑支护结构土压力。这种设计计算方法是基于饱和土力学理论的,误差较大。依据非饱和土力学理论,对基坑非饱和土体主动土压力及被动土压力计算公式进行了推导。在此基础上,以实际工程为例,就基质吸力及施工季节对基坑支护结构土压力的影响进行了探讨。

关 键 词:非饱和土  基质吸力  基坑支护结构  主(被)动土压力  
收稿时间:2006-04-14

Study on effect of suction on earth pressure on retaining and protecting structure for foundation pit
QI Guo-qing,CAI Zheng-yin,GAO Hua-dong,TAO Lian-jin. Study on effect of suction on earth pressure on retaining and protecting structure for foundation pit[J]. Rock and Soil Mechanics, 2006, 27(Z1): 653-656
Authors:QI Guo-qing  CAI Zheng-yin  GAO Hua-dong  TAO Lian-jin
Affiliation:1. Sichuan University, Chengdu 610065, China; 2. Guangzhou Sihang Institute of Engineering Technology, Guangzhou 510230, China; 3. Deparment of Geotechnical Engineering, Nanjing Hydraulic Research Institute, Nanjing 210024, China; 4. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
Abstract:In the design of the retaining and protecting structures of foundation excavation, the theory of Rankine’s earth pressure is used to calculate the earth pressure on the structure in the present code. The method of these design and calculation is built according to saturated soil mechanics. The results of these methods are not very satisfied. The equations of active earth pressure and passive earth pressure are deduced based on the theory of unsaturated soil mechanics. Finally, taking the actual project for example, the effect of suction and construction time on the earth pressure on the retaining and protecting structures of foundation excavation is studied according to the equations.
Keywords:unsaturated soils  suction  retaining and protecting structure of foundation excavation  active (passive) earth pressure  
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