您当前的位置:
首页 >
文章列表页 >
Experimental study of high-frequency vibratory hammer sheet wall technology of dealing with sand-gravel levee foundation
更新时间:2026-06-25
    • Experimental study of high-frequency vibratory hammer sheet wall technology of dealing with sand-gravel levee foundation

    • Vol. 28, Issue S1, (2007)
    • CLC: TU471
    • Online First:28 March 2014,

      Published:2007

    移动端阅览

  • LUO Yu-long, PENG Hua, LUO Gu-huai. Experimental study of high-frequency vibratory hammer sheet wall technology of dealing with sand-gravel levee foundation[J]. 2007, 28(S1). 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

317

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

Numerical simulation for cutoff wall under backfilling construction of Daning reservoir
Analysis of effect of canyon terrain on stress and displacement of cutoff wall in dam foundation with deep overburden
Inversion analysis of soil resistance factor of plastic concrete cut-off wall
Effect of dynamic compaction vibration on cutoff wall and its safety monitoring
Influence of cement-bentonite slurry mixing ratio on permeability of cutoff wall

Related Author

LIU Guang-ming、 YUAN Hong-hu、 HUANG Wei-hong、 LIU Miao、 WANG Zhi-yin、
CAO Xue-xing
ZHOU Xiao-xi
HE Yun-long
PAN Ying
ZHANG Qi-wei
ZHANG Ru-man
LI Yun-peng

Related Institution

The Office of the SNWDP Construction Commission in Beijing City
HydroChina Corporation
Central and Southern China Municipal Engineering Design & Research Institute Co., Ltd.
State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University
Beijing Institute of Water
0