摘要
在深基坑的基桩竖向承载力检测中,经常遇到场地条件、加载吨位受限制的情况,导致传统静载荷试验无法开展。基桩竖向承载力自平衡法可较好解决深基坑中传统静载方法受限的局面,本文结合工程实践对基桩竖向承载力自平衡法进行研究,并指出自平衡法在工程运用中存在的一些问题,对基桩自平衡法静载试验的推广应用具有一定的参考价值。
In deep foundation pile vertical bearing force detection, the limited conditions of the site and the loading tonnage case are always encountered, which lead to incomplete of traditional static load test. The vertical bearing capacity of pile self balanced method can solve the constrained situation of traditional static load method in deep foundation pit. Combined with engineering practice of self balancing method for vertical bearing capacity of piles, the paper pointed out some problems of self balanced method in engineering application. There is a certain reference value for the static load test of pile self balanced method application.
出处
《福建建设科技》
2016年第1期11-13,10,共4页
Fujian Construction Science & Technology
关键词
自平衡
承载力检测
深基坑
Self- balanced
Bearing capacity test
Deep Foundation Pit
