首页 | 本学科首页   官方微博 | 高级检索  
     

黄土场地正方形布桩刚性桩复合地基承载力研究
引用本文:孟林,赵炜.黄土场地正方形布桩刚性桩复合地基承载力研究[J].山西建筑,2012,38(14):58-59.
作者姓名:孟林  赵炜
作者单位:陕西彬长集团有限公司,陕西成阳,713500
摘    要:依托黄土场地某产品仓工程,对正方形布桩条件下刚性桩复合地基承载力进行了现场试验研究,基于三个载荷点的静载试验,确定了厚层黄土场地正方形布桩条件下刚性桩复合地基承载力,为类似场地工程应用提供了参考。

关 键 词:复合地基  承载力  刚性桩  正方形

Research on loading capacity of rigid pile composite foundation of square pile layout at loess sites
MENG Lin,ZHAO Wei.Research on loading capacity of rigid pile composite foundation of square pile layout at loess sites[J].Shanxi Architecture,2012,38(14):58-59.
Authors:MENG Lin  ZHAO Wei
Affiliation:(Shannxi Binchang Group Co.,Ltd,Xianyang 713500,China)
Abstract:Based on some products storehouse construction at loess site,the study has the field test research on the loading capacity of the rigid pile composite foundation with the condition of the square pile layout,identifies the loading capacity of the rigid pile composite foundation with the condition of the square pile layout at thick loess site based on the static load test of three loading points,so as to provide some reference for its application in similar sites.
Keywords:composite foundation  loading capacity  rigid pile  square
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号