摘要
在现场埋设滑动测微计和钢筋应力计进行桩基静载荷试验的基础上,通过对强夯加固后的软土地基桩土荷载传递性状、侧阻发挥特性及荷载沿桩身分布规律等分析,对桩基的承载性状进行了讨论.
Single pile static load test was carried out after setting sliding micrometer and reinforcing steel bar ergometer. By analyzing the load transfer behaviour and the lateral resistance characteristic of the single pile which the soft soils were danamic consolidated, the bearing capacity behaviour was discussed in this paper.
出处
《建筑技术开发》
2005年第10期57-59,64,共4页
Building Technology Development
基金
建设部资助项目，广东省科技攻关项目
关键词
滑动测微计
钢筋应力计
静载试验
强夯
荷载传递性状
Sliding micrometer
reinforcing steel bar ergometer
Static load test
Dynamic consolidation
Load transferbehaviour
