首页 | 本学科首页   官方微博 | 高级检索  
     检索      

高填方膨胀土作用下刚柔复合桩基挡墙结构数值模拟
引用本文:郑俊杰,吕思祺,曹文昭,景丹.高填方膨胀土作用下刚柔复合桩基挡墙结构数值模拟[J].岩土力学,2019(1):395-402.
作者姓名:郑俊杰  吕思祺  曹文昭  景丹
作者单位:华中科技大学岩土与地下工程研究所;上海市政工程设计研究总院(集团)有限公司
基金项目:国家重点研发计划(No.2016YFC0800200);中国博士后科学基金资助项目(No.2017M612459);华中科技大学自主创新研究基金~~
摘    要:

关 键 词:刚柔复合桩基挡墙  EPS垫层  膨胀土:数值模拟

Numerical simulation of composite rigid-flexible pile-supported retaining wall under the action of high-filled expansive soil
ZHENG Jun-jie,LU Si-qi,CAO Wen-zhao,JING Dan.Numerical simulation of composite rigid-flexible pile-supported retaining wall under the action of high-filled expansive soil[J].Rock and Soil Mechanics,2019(1):395-402.
Authors:ZHENG Jun-jie  LU Si-qi  CAO Wen-zhao  JING Dan
Institution:(Institute of Geotechnical and Underground Engineering,Huazhong University of Science and Technology,Wuhan,Hubei 430074,China;Shanghai Municipal Engineering Design Institute (Group)Co.,Ltd.,Shanghai 200092,China)
Abstract:ZHENG Jun-jie;LU Si-qi;CAO Wen-zhao;JING Dan(Institute of Geotechnical and Underground Engineering,Huazhong University of Science and Technology,Wuhan,Hubei 430074,China;Shanghai Municipal Engineering Design Institute (Group)Co.,Ltd.,Shanghai 200092,China)
Keywords:composite rigid-flexible pile-supported retaining wall  EPS cushion  expansive soil  numerical simulation
本文献已被 CNKI 维普 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