摘要
提出在结构物顶部填筑聚苯乙烯泡沫塑料(EPS)来减轻上埋式结构物土压力的方法。利用数值分析的手段给出了采用该法后结构物周边上压力的变化,及可供设计参考的土压力计算值。
The measure for reducing the vertical earth pressure on the buried rigid structure under high fill by expanded polystyrene (EPS) is proposed. Many important results are given by finite element method (FEM). Some useful information that can be used in design is obtained.
出处
《岩土力学》
EI
CAS
CSCD
1997年第1期35-39,共5页
Rock and Soil Mechanics
关键词
高填土
刚性结构
竖向土压力
减荷法
土压系数
expanded polystyrene
load reducing measure
earth pressure coefficient