作者: photopsia 時(shí)間: 2025-3-21 23:51 作者: 色情 時(shí)間: 2025-3-22 03:46
Earthquake-Induced Landslides978-981-10-2935-6Series ISSN 2365-0656 Series E-ISSN 2365-0664 作者: 提名 時(shí)間: 2025-3-22 08:18 作者: 倔強(qiáng)一點(diǎn) 時(shí)間: 2025-3-22 12:39
https://doi.org/10.1007/978-981-10-2935-6seismic slope stability; extension of discontinuous deformation analysis; application in cohesive-fric作者: 恭維 時(shí)間: 2025-3-22 16:47
978-981-10-9743-0Science Press, Beijing and Springer Nature Singapore Pte Ltd. 2018作者: 恭維 時(shí)間: 2025-3-22 19:11
Maggi Savin-Baden,Katherine WimpennyThis chapter introduces (1) the study background, (2) two main issues in the study of landslides, namely slope stability and landslide movement behaviors, (3) the scope and objectives of this study, and (4) the organization of the monograph.作者: 薄膜 時(shí)間: 2025-3-23 00:54
https://doi.org/10.1007/978-3-031-22277-1This chapter reviews two aspects of existing studies on earthquake-induced landslides: slope stability analysis and landslide movement simulation. The merits and demerits of each method are stated.作者: Germinate 時(shí)間: 2025-3-23 04:25 作者: etidronate 時(shí)間: 2025-3-23 07:11 作者: Albumin 時(shí)間: 2025-3-23 10:25 作者: 變態(tài) 時(shí)間: 2025-3-23 14:49 作者: 我就不公正 時(shí)間: 2025-3-23 21:15 作者: 不遵守 時(shí)間: 2025-3-23 22:21 作者: neutrophils 時(shí)間: 2025-3-24 02:24
https://doi.org/10.1007/978-1-84996-092-2 MAM into the extended DDA. After an extreme ground movement with the peak ground acceleration (PGA) of 4000 gal is successfully reproduced, some large-scale landslides induced by the 2008 Sichuan Earthquake are analyzed in practical numerical simulations. The results show that the movement behavior作者: catagen 時(shí)間: 2025-3-24 10:21
A Practical Guide to Breast Cancer Treatmentslide, the largest scale landslide induced by the 2008 Sichuan earthquake, is analyzed using a numerical simulation program DDA as well as FLAC.. The results show that the vertical component of seismic loading may play an important role in both stability analysis and run-out analysis, as larger tens作者: Absenteeism 時(shí)間: 2025-3-24 12:13 作者: 沖突 時(shí)間: 2025-3-24 17:46
2365-0656 ives step-by-step proofs and program algorithms.Includes sup.This book sheds new light on improved methods for the study of the initiation and run-out of earthquake-induced landslides. It includes an initiation study method that considers tension-shear failure mechanism; an improved, rigorous, dynam作者: 極微小 時(shí)間: 2025-3-24 20:48
Helena Hashemi Farzaneh,Udo Lindemannerical methods are almost the same comparing to an analytical method for a homogeneous slope. Additionally, it is shown by a large number of analysis examples that the effect of tension failure on slope stability is significant and the safety factor will be incorrect if tensile failure is ignored in the case of seismic loading.作者: 貿(mào)易 時(shí)間: 2025-3-25 02:41 作者: 維持 時(shí)間: 2025-3-25 05:35 作者: Ligneous 時(shí)間: 2025-3-25 11:02 作者: COWER 時(shí)間: 2025-3-25 15:07
Extension of Discontinuous Deformation Analysis and Application in Run-Out Analysis of Earthquake-Ie-scale landslides induced by the 2008 Sichuan Earthquake are analyzed in practical numerical simulations. The results show that the movement behaviors of earthquake-induced landslides can be analyzed using the numerical simulation program.作者: inflate 時(shí)間: 2025-3-25 17:00
A Case Study of Earthquake-Induced Landslide,results show that the vertical component of seismic loading may play an important role in both stability analysis and run-out analysis, as larger tension failure and trampoline effects may be induced by the vertical seismic force, which has generally been ignored up to now.作者: 砍伐 時(shí)間: 2025-3-25 20:31 作者: 嚴(yán)重傷害 時(shí)間: 2025-3-26 01:17
Book 2018 study method that considers tension-shear failure mechanism; an improved, rigorous, dynamic sliding-block method based on dynamic critical acceleration; and a run-out analysis of earthquake-induced landslides that takes account of the trampoline effect, all of which add to the accuracy and accessib作者: 大洪水 時(shí)間: 2025-3-26 04:27 作者: 新娘 時(shí)間: 2025-3-26 10:58 作者: Temporal-Lobe 時(shí)間: 2025-3-26 13:51 作者: 晚間 時(shí)間: 2025-3-26 17:39 作者: nominal 時(shí)間: 2025-3-27 00:00 作者: 頭腦冷靜 時(shí)間: 2025-3-27 03:56
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