岩土力学2016，Vol.37Issue(9)：2603-2609,7.DOI:10.16285/j.rsm.2016.09.023
静钻根植竹节桩桩端承载性能试验研究
A test on base bearing capacity of static drill rooted nodular pile
摘要
关键词
静钻根植工法/竹节桩/自平衡法/桩端水泥土扩大头/桩端承载性能Key words
static drill rooted method/nodular pile/self-balanced method/enlarged cemented soil base/base bearing capacity分类
建筑与水利引用本文复制引用
周佳锦,王奎华,龚晓南,张日红,严天龙..静钻根植竹节桩桩端承载性能试验研究[J].岩土力学,2016,37(9):2603-2609,7.基金项目
国家自然科学基金(No.51578498,No.51579217).This work was supported by the National Natural Science Foundation of China (51578498,51579217). （No.51578498,No.51579217）
