<FONT face=Verdana>深厚覆盖层上堆石坝采用倒悬挂式防渗墙的渗流场特性研究</FONT>

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Abstract To build a rock-fill dam in deep overburden stratum，because of technique limit for current construction condition，the impervious walls can not cover or penetrate the deep overlay layers thoroughly. Therefore，analysis of hung-upside down imperious wall is adopted and considered in the rock-fill dam engineering. Seepage field analysis for this kind of project and its corresponding results are achieved，and the obtained results can provide references to similar engineering projects.

Key words： hydraulic engineering deep overburden stratum impervious wall seepage discharge permeate stability rock-fill dam seepage field

Received: 01 March 2004

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https://rockmech.whrsm.ac.cn/EN/ OR https://rockmech.whrsm.ac.cn/EN/Y2005/V24/IS2/5658

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