摘要
采用静力法估算单桩极限承载力是一种较准确可靠的方法,经与单桩静荷载结果对比分析,准确性优于《规范》中的经验方法。为保证桩基础工程的安全、避免浪费,建议在勘察设计阶段采用此种方法估算单桩极限载力。
Estimating the ultimate bearing capacity of single pile with static analysis method is more accurately than the experience method in criterion by comparison with the result of loading test on single pile. In order to guaranty security and to avoid wasiting in the pile foundations, we suggest estimating bearing capacity of single pile with static analysis method in the stage of project and of design of pile foundations.
出处
《福建建筑》
1999年第4期25-27,共3页
Fujian Architecture & Construction
关键词
静力法
单桩极限承载力
桩基
static analysis method ultimate bearing capacity of single pile