Numerical analysis, design and behavior of rockfill dams with reinforced concrete faces during seismic actions
Introduction. Over the last 10–20 years many rockfill dams with reinforced concrete faces that are 140–200 m high (Mohale in Lesotho, Tian Sheng Yao, Zipingpu in China, etc.) have experienced serious problems, including face slab cracking and perimeter joint opening. Most of these dams were built in...
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| Format: | Article |
| Language: | English |
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Moscow State University of Civil Engineering (MGSU)
2020-04-01
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| Series: | Vestnik MGSU |
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| Online Access: | https://doi.org/10.22227/1997-0935.2020.4.569-584 |