CEDE
发表于 2025-3-26 22:32:09
Hemanta Hazarika,Yutao Hu,Chunrui Hao,Gopal Santana Phani Madabhushi,Stuart Kenneth Haigh,Yusaku Iso
Lime石灰
发表于 2025-3-27 03:02:58
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amputation
发表于 2025-3-27 07:34:54
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Obituary
发表于 2025-3-27 13:08:49
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foreign
发表于 2025-3-27 15:11:44
A Regional-Scale Analysis Based on a Combined Method for Rainfall-Induced Landslides and Debris FlowAs a result, the proposed combined method for landslides and debris flows overcomes the problem of separating the landslides analysis and the debris flow simulation. Especially, the proposed method can analyze the effects of rainfall on entrainments by debris flows as well as rainfall-induced landslides and the behavior of debris flows.
enlist
发表于 2025-3-27 20:35:01
Effect of Vessel Waves on Riverbank Erosion: A Case Study of Mekong Riverbanks, Southern Vietname waves attacked the bank with high applied shear stresses and caused surface erosion. The natural conditions such as bank materials, moisture content, weathering process, and bankslope are also impacted on the bank stability triggered by vessel waves.
Angioplasty
发表于 2025-3-28 01:25:09
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SOBER
发表于 2025-3-28 02:13:15
Book 2023l lectures delivered at the 1.st. International Symposium on .C.onstruction .R.esources for .E.nvironmentally .S.ustainable .T.echnologies (.CREST 2020.) organized by Kyushu University, Fukuoka, Japan. The book focuses on sustainability, promotion of new ideas and innovations in design, construction
阴险
发表于 2025-3-28 06:26:23
Early Warning Practice for Shallow Landslides in Norway and Physical Modelling Strategies Supported ticular, shallow landslides, are often rainfall-induced and they pose a great risk due to their high frequency and catastrophic consequences. In the conventional strategy to deal with the landslide risk, a great proportion of the budget goes into the response, reconstruction and rehabilitation, whil
情节剧
发表于 2025-3-28 13:15:42
Liquefaction-Induced Flow Failure of Gentle Slopes of Fines—Containing Loose Sands by Case Histories man-made fill slopes of a few percent, leaving large ground depression behind. In both of them, a large amount of non-plastic fines was involved in fine sands that presumably destined the sand highly contractive and flowable on the contractive side of SSL. This particular sand has been tested in un