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

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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Bibliographic Details
Main Authors: YANG Huigang, LIU Detan, SHANG Yongxi, WANG Junfeng, XU Liqun, HUANG Zhangxin
Format: Article
Language:zho
Published: Editorial Office of Pearl River 2023-01-01
Series:Renmin Zhujiang
Subjects:
gravel soil core-wall rockfill dam
impoundment condition
unsteady seepage field
seepage stability
Online Access:http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2023.06.009
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