摘要
根据桩土弹塑性体系的沉降机理 ,阐述单桩特别是嵌岩桩的承载力性状和设计问题 。
According to the settlement mechanism of pile-soil elastic-plastic system, the bearing behaviour and design problems of socketed pile are discussed. Combined with engineering practice, the design principles and method of socketed pile cnstallated on bearing stratum underlain by soft substrum are presented.
出处
《土工基础》
2004年第4期41-43,共3页
Soil Engineering and Foundation
关键词
单桩
竖向承载力
桩基沉降
嵌岩桩
软弱下卧层
single pile vertical bearing capacity pile foundation selttement, socketed pile, soft substratum
