摘要
阐述了粘土的基本特性,从分层分次间隔加载、一次加载,分析了填土施工方法对软土地基固结与沉降的影响,指出地基的固结与沉降对高填方路堤沉降稳定影响主要是厚度较大、渗透系数或固结系数相对较小的深厚粘土地基。
It illustrates basic characteristic of clay, effect of filling construction to sedimentation and consolidation of soft foundation is analyzed from stratified ＆ serial loading and once loading, and points out the main effect to high filling dike is heavy thickness,small permeability coefficient and consolidation coefficient clay foundation.
出处
《山西建筑》
2005年第18期99-100,共2页
Shanxi Architecture
关键词
高填路堤
粘土
地基
沉降与固结
high filling dike, clay, foundation, sedimentation and conmlidation
