岩土力学2016，Vol.37Issue(4)：998-1004,1012,8.DOI:10.16285/j.rsm.2016.04.012
包裹碎石桩和碎石桩复合地基抗震性能对比试验研究
Comparison of aseismic behavior between geo-encased stone columns composite foundation and stone columns composite foundation
摘要
关键词
包裹碎石桩/碎石桩/振动台试验/加速度放大系数/桩-土应力比/破坏现象Key words
geo-encased stone column/stone column/shaking table test/acceleration amplification coefficient/pile-soil stress ratio/failure phenomena分类
建筑与水利引用本文复制引用
欧阳芳,张建经,韩建伟,王志佳,吴金标,杨义奎..包裹碎石桩和碎石桩复合地基抗震性能对比试验研究[J].岩土力学,2016,37(4):998-1004,1012,8.基金项目
国防基础科研计划(No.B0220133003).This work was supported by the Research Planning of National Defense Basic (B0220133003). （No.B0220133003）
