摘要
结合杭(州)—宁(南京)高速公路浙江段二期工程的试验结果,对成桩前后加固区桩间土的地基承载力及物理力学性质进行了对比分析,以期为类似工程软土地基处理积累经验。
Combining with the testing result of phase Ⅱ project in Zhejiang section of Hang （zhou）-Ning （Nanjing） highway, the beating capacity of foundation and physical and mechanical properties of strengthening area soil between piles before and after pile forming were compared and analyzed, so as to accumulate experience for treating similar engineering soft soil foundation.
出处
《山西建筑》
2009年第19期94-95,共2页
Shanxi Architecture
关键词
薄壁筒桩
软土地基
地基承载力
物理力学性质
thin-walled cylindrical pile, soft soil foundation, bearing capacity of foundation, physical and mechanical properties
