摘要
单桩极限承载力是桩基工程中的一个重要设计参数,根据不完全静载荷试验预测单桩极限承载力具有一定的现实意义。
The pile ultimate bearing capacity is an important coefficient in pile designing. Considering the layered characteristic of soil, the pile ultimate bearing capacity can be predicted effectively according to non-complete static load tests, which has been proved to be realistic significant.
出处
《交通标准化》
2005年第8期27-29,共3页
Communications Standardization
关键词
单桩极限承载力
静载试验
趋势线
分层特征
pile ultimate bearing capacity
static load test
tendency line
layered characteristic
