摘要
以重庆地区常见的桩锚支挡结构体系挡板上土压力为研究对象 ,采用室内模型试验方法 ,定性的分析了挡板上土压力分布规律 ,并将其与经典土压力理论计算结果作对比 。
This paper studies the soil stress on the holding sheet between the pile-anchor erecting columns of the pile-anchor holding block structure system often used in Chongqing. Based on the indoor model tests, this paper makes a qualitative analysis about the variation rules of the soil stress on the holding sheet. The results are compared with the calculation results on classical soil stress theory. Then, this paper suggests that the classical soil stress theory is unsuitable to calculating and analyzing the soil stress on the holding sheet.
出处
《重庆建筑大学学报》
CSCD
2001年第4期48-54,共7页
Journal of Chongqing Jianzhu University
关键词
桩锚支挡结构体系
挡板
土压力
室内模型试验
pile-anchor holding block structure system
holding sheet
classical soil stress theory
indoor model test
