Unsteady Seepage Analysis of Extra-high Core-wall Rockfill Dam During Impoundment

The water level of an extra-high core-wall rockfill dam rises rapidly during the impoundment period.To ensure the seepage stability of key parts such as the core wall,this study determines the calculation conditions according to the actual monitoring data.Based on the unstable saturated-unsaturated...

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Hlavní autoři:	YANG Huigang, LIU Detan, SHANG Yongxi, WANG Junfeng, XU Liqun, HUANG Zhangxin
Médium:	Artigo
Jazyk:	Chinês
Vydáno:	Editorial Office of Pearl River 2023-01-01
Edice:	Renmin Zhujiang
Témata:	gravel soil core-wall rockfill dam impoundment condition unsteady seepage field seepage stability
On-line přístup:	http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2023.06.009
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