摘要
对魏锡克地基承载力计算公式计算所得结果与试验分析所得结果进行对比分析,结果符合较好,可为承载力设计提供建议。
The result obtained from the calculation formula of Vesic＇s foundation bearing capacity was compared with that of test analysis, the results are consistent, and they can provide suggestions for the design of bearing capacity.
出处
《工程建设》
2013年第2期45-48,共4页
Engineering Construction
关键词
地基承载力
魏锡克
静载荷试验
参数分析
foundation bearing capacity
Vesic
static load test
parameter
