摘要
阐述了高应变法测量基桩极限承载力的基本原理 ,并运用高应变CASE法和CCWAPC程序相校核 ,对桥梁基桩极限承载力进行了抽样实测 。
The basic principle of dynamic high strain method in ultimate bearing capacity measurement in this paper. Moreover based upon high strain CASE method and CCWAPC program sampling method is carried results satisfied the design requirements.
出处
《山西建筑》
2004年第1期28-29,共2页
Shanxi Architecture