摘要
在考虑土拱区土体强度增加的情况下,分析了桩侧的土压力,通过求出不同桩径桩距条件下的土压力,从中找出一个最小土压力的桩参数,并通过工程实例分析证明了该计算方法的正确性和可行性。
Based on the situation of enhancing soil arching effect soil strength, the author analyzes the soil pressure of pile slide, according to get the soil pressures in conditions of different pile diameters and pile spaces, finds out a minimum soil parameter of soil pressure, and confirms that the correctness and feasibility of this method based on project example.
出处
《山西建筑》
2009年第12期3-5,共3页
Shanxi Architecture
关键词
土拱
等值法向力
桩侧土压力
soil arching, equivalent normal force, pile slide soil pressure
