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THE STUDY ON THE CONNECTION PATTERN OF THE FOUNDATION CONCRETE DIPHRAGM WALL WITH IMPERVIOUS EARTH CORE IN PUBUGOU EARTH CORED ROCKFILL DAM

机译：邦古地心岩堆石坝基膜片墙与非土芯连接模式研究

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摘要

Based on nonlinear stress-strain calculation, through different connection pattern between impervious core and concrete cut off wall in PuBuGou project, the effects on the stress-strain of dam and concrete impervious wall are analyzed, the reasonable and reliable connection pattern and the detailing requirements are put forward.

机译：在非线性应力应变计算的基础上，通过蒲步沟工程防渗墙与混凝土防渗墙的不同连接方式，分析了对大坝与混凝土防渗墙的应力应变的影响，合理可靠的连接方式及详细要求。提出来。

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来源
《International Conference on Hydropower》|2004年|316-324|共9页
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作者
CHEN Hong; CHEN Gang; TAN Zhaoming; ZHANG Jianhua;
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原文格式 PDF
正文语种
中图分类水资源开发;
关键词
connection pattern; stress-strain; impervious wall;

机译：连接方式应力应变防渗墙;

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4. THE STUDY ON THE CONNECTION PATTERN OF THE FOUNDATION CONCRETE DIPHRAGM WALL WITH IMPERVIOUS EARTH CORE IN PUBUGOU EARTH CORED ROCKFILL DAM [C] . CHEN Hong, CHEN Gang, TAN Zhaoming, International Conference on Hydropower . 2004

机译：Pubugou Reading Cored Rockilup Dam中对防渗土芯的基础混凝土双芯的连接图案研究
5. Seismic analysis of earth-core and concrete-face rockfill dams. [D] . Uddin, Md. Nasim. 1992

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8. Cracking of Earth and Rockfill Dams. Tension Zones in Embankments Caused by Conduits and Cutoff Walls [R] . Casagrande, A., Covarrubias, S. W. 1970

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THE STUDY ON THE CONNECTION PATTERN OF THE FOUNDATION CONCRETE DIPHRAGM WALL WITH IMPERVIOUS EARTH CORE IN PUBUGOU EARTH CORED ROCKFILL DAM

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