岩土力学2009，Vol.30Issue(z2)：78-82,5.
关于水平层分析法的讨论
Discussion on horizontal slice method
李兴高 1刘维宁1
作者信息
- 1. 北京交通大学,隧道及地下工程教育部工程研究中心,北京,100044
- 折叠
摘要
Abstract
Based on the existing results attained by the variational limit equilibrium method, two assumptions of the horizontal slice method are analyzed. Results show that the distribution of active earth pressure intensity along wall height is very sensitive to the action point position coefficient of the normal force acted on the top and the bottom of the soil slice; the action point position coefficient of the normal force is the function of the wall height and is 1/2 only in the special case; the horizontal slice method enlarges the earth pressure intensity at wall top and decreases the earth pressure intensity at wall bottom; thus the position of action point is moved up.关键词
水平层分析法/主动土压力强度/作用点位置Key words
horizontal slice method/ active earth pressure intensity/ position of action point分类
建筑与水利引用本文复制引用
李兴高,刘维宁..关于水平层分析法的讨论[J].岩土力学,2009,30(z2):78-82,5.
