摘要
在工程实践和有关文献的基础上 ,探讨了土压力计算公式及其分布模式的普遍形式及其与支护方式的关系 ,提出了用于确定岩土工程参数的滑裂面调查法。方法从极限平衡的概念出发 ,运用工程类比的思维方式 ,通过调查滑裂面几何参数临界深度z0 和滑裂面倾角θ来反演土体抗剪强度c。
Basing on engineering practice and relative measure material, soil pressure formula and its distribution regularity are put forward.It is suggested that the distribution mode should be chosen by the supporting pattern.The sliding surface investigation method that is used to judge geotechnical engineering mechanical papameters is presented.The new approach can back-analyze soil shear strength numeral c and φ by investigating geometrical characterstics of the sliding surface and with analogy method,basing on limit equilibrium theory,making a profitable try in determining the geotechnical engineering papameters.
出处
《建筑结构》
CSCD
北大核心
2004年第12期39-41,共3页
Building Structure
关键词
土压力
深基坑工程
滑裂面
土体
岩土工程
抗剪强度
临界深度
调查法
类比
文献
soil wedge method
foundation pit engineering
soil pressure
distribution regularity
sliding surface investigation method
geotechnical engineering mechanical papameters