摘要
主要结合天津市钻孔灌注桩静载荷试验资料,对几种常用的单桩极限承载力预测模型进行了对比分析,提出了适于天津市区的单桩极限承载力预测模型。
Several common predicting models that determine the ultimate bearing capacity of single pile have been contrasted and analyzed in this paper referring to the data of drilled pile static load experiment in Tianjin.The model for predicting ultimate bearing capacity of single pile suited to Tianjin urban districts was proposed.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2002年第4期428-431,464,共5页
Rock and Soil Mechanics
