您当前的位置：
首页 >
文章列表页 >
Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam
更新时间：2026-06-25

    • Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam

    • Vol. 30, Issue 9, (2009)
    • CLC： TD31

    • Online First：24 March 2010，

      Published：2009

    移动端阅览

  • HUANG Qing-xiang, ZHANG Pei, DONG Ai-ju. Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam[J]. 2009, 30(9). DOI：

  •  
  •  
icon
试读结束，您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束，您可以通过登录账户，到个人中心，购买VIP会员阅读全文。
已是VIP会员？
去登录 >

0

Views

2877

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Analysis and evaluation of sealing effect of rock-socketed underground diaphragm in deep foundation pit
Direct shear test of short-fill-age municipal solid wastes and its shear stress-deformation model
Study of damage mechanism and FLAC3D simulation of the seismic dynamic response of Shiguan gate in Diaoyucheng ruins
Field shear creep test and creep parameters inversion for dam zone rock mass of Dagangshan hydropower station
Numerical simulation of rockburst processes of a circular tunnel at different lateral pressure coefficients

Related Author

SHENG Yong-qing
LIU Guo-feng
XU Yang-qing
ZHANG Fang
JIN Peng
WANG Wei
LIU Zhi
LIU Ji-kui

Related Institution

Wuhan Metro Group Co., Ltd.
Wuhan Design and Research Institute of China Coal Technology & Engineering Group
Department of Civil Engineering, Shaoxing University
Chinese Academy of Cultural Heritage
Diaoyucheng Administration Bureau of Hechuan District of Chongqing City
0