摘要
通过5组原位模型试验,分析了均匀布桩、变桩距、变桩长、变桩径条件下桩筏基础筏板沉降曲线,提出了在相同条件下的优化布桩方案.
Based on five in-situ model tests, the raft settlement curves of piled raft foundation with uniform layout and different spacing, lengths, diameters of piles is analyzed, and the optimization scheme for piles layout in the same conditions is put forward.
出处
《河北建筑工程学院学报》
CAS
2007年第4期12-14,17,共4页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
桩筏基础
不同布桩
模型试验
沉降分析
piled raft foundation
different layout of piles
model test
settlement analysis
