摘要
本文采用半无限均质体上作用荷载的解探讨了复合地基的竖向应力分布和地表沉降的变化关系。通过载荷试验的作用荷载、沉降以及载荷板尺寸的相互关系分析 。
Basing on solutions of semi-infinite elastic solid under loads,this paper discusses the behaviors of vertical stress and surface settlement.Basing on loading tests,the paper analyses the relationship of the settlement and the size of loading plate,and gives a method to determine bearing capacity of composite foundation
出处
《福建建筑》
2000年第B10期44-45,共2页
Fujian Architecture & Construction
关键词
复合地基
承载力
沉降
载荷试验
composite foundation bearing capacity settlement loading teX