浅析人工挖孔桩与独立基础地基承载力的差别

Analyse the difference between the artificial excavate pile and the independent foundation

结合湖南长沙某小区基础工程实际,采用太沙基和梅耶霍夫理论开展独立基础和人工挖孔桩地基承载力的计算,得出采用两种基础形式时地基承载力的差别,对基础工程的安全性、经济性和高效性有极大意义。

Coupling the research projects of the foundation in one area of Changsha in Hunan tighdy, using Terzaghi and Meyerhot theory to calculate the foundation bearing capacity of independent foundation and artificial excavate pile, educe the difference of bearing capacity of foundation under the two foundation forms, it has big meaning to the security, economy and efficiency.