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標(biāo)題: Titlebook: Multi-physics Coupling Analysis of Clayey Core Wall of High Earth-Rockfill Dam; Yongkang Wu Book 2019 Springer Nature Singapore Pte Ltd. 2 [打印本頁(yè)]

作者: 專家    時(shí)間: 2025-3-21 17:27
書(shū)目名稱Multi-physics Coupling Analysis of Clayey Core Wall of High Earth-Rockfill Dam影響因子(影響力)




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書(shū)目名稱Multi-physics Coupling Analysis of Clayey Core Wall of High Earth-Rockfill Dam讀者反饋




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作者: 巨碩    時(shí)間: 2025-3-21 21:16
Springer Theseshttp://image.papertrans.cn/n/image/640093.jpg
作者: 創(chuàng)新    時(shí)間: 2025-3-22 01:56
https://doi.org/10.1007/978-981-13-1032-4high earth-rockfill dam; consolidation; multi-field coupling; unsaturated; clayey core wall
作者: MIRTH    時(shí)間: 2025-3-22 04:44
978-981-13-4552-4Springer Nature Singapore Pte Ltd. 2019
作者: MELON    時(shí)間: 2025-3-22 10:58
Multi-physics Coupling Analysis of Clayey Core Wall of High Earth-Rockfill Dam978-981-13-1032-4Series ISSN 2190-5053 Series E-ISSN 2190-5061
作者: 說(shuō)不出    時(shí)間: 2025-3-22 16:28
2190-5053 element (FE) program for consolidation analysis of large-sc.Nominated by Tsinghua University as an outstanding Ph.D. thesis, this book investigates the mechanical properties of unsaturated compacted clayey soil, the multi-field coupling consolidation theory of unsaturated soil and its application t
作者: Neuropeptides    時(shí)間: 2025-3-22 18:46
Book 2019l, the multi-field coupling consolidation theory of unsaturated soil and its application to a 261.5 m high earth-rockfill dam. It proposes a multi-field coupling analysis method of consolidation, and develops an efficient and practical finite element (FE) program for large-scale complex earth-rockfi
作者: 止痛藥    時(shí)間: 2025-3-22 21:36

作者: 生氣的邊緣    時(shí)間: 2025-3-23 04:25
Book 2019ld coupling analysis method of consolidation, and develops an efficient and practical finite element (FE) program for large-scale complex earth-rockfill dams.. .The book is primarily intended for researchers studying the multi-field coupling analysis of seepage consolidation..
作者: Fortuitous    時(shí)間: 2025-3-23 06:09

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