摘要
根据 2组 4根边长 2 5 0mm静压预制方桩的水平承载力试验成果 ,确定压入于福建沿海典型软土地层中该类桩的水平承载力设计值Rh,并对Rh
According to the result of experiment on static pressure of precast pile with length of side about 250mm in two groups,confirm the design value Rh of horizontal bearing capacity of single pile which was set into the soft soil along the coast of Fujian province,put forward new viewpoints on the confirmation criterion of value Rh.
出处
《福建建筑高等专科学校学报》
2002年第2期66-68,73,共4页
Journal of Fujian College of Architecture & C.E.
关键词
小截面静压预制桩
静载试验
判释标准
单桩
水平承载力
small section of static pressure of precast pile
design value of horizontal bearing capacity
experiment of static bearing capacity
criterion of interpretation
