摘要
在多项试桩资料的基础上，针对不同地基土质条件，提出用相对变形法确定邯郸地区粉喷桩单桩载荷试验承载力的方法，并建议了控制的相对变形值。
On the basis of loading test results of engineering pile for different soil conditions, this paper has presented the method for determining the bearing capacity by means of relative deformation of single powder-spray pile. Finally, the proper relative deformation is suggested.
出处
《岩土力学》
EI
CAS
CSCD
1998年第3期82-86,共5页
Rock and Soil Mechanics
关键词
载荷试验
承载力
相对变形值
粉喷桩
单桩
loading test, bearing capacity, relative deformation, powder-spray pile.
