標(biāo)題: Titlebook: Geotechnics for Natural Disaster Mitigation and Management; A. Murali Krishna,Takeshi Katsumi Book 2020 Springer Nature Singapore Pte Ltd. [打印本頁] 作者: Exacting 時(shí)間: 2025-3-21 16:50
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書目名稱Geotechnics for Natural Disaster Mitigation and Management讀者反饋學(xué)科排名
作者: 冷漠 時(shí)間: 2025-3-21 22:41
Investigation of Rainfall-Induced Landslides at the Hillslopes of Guwahati Region, Assam,ing of the changes in water content and matric suction in response to rainfall infiltration is essential. Local scale approach gives a framework to address the slope stability and the effect of the various parameters in detailed manner. To address the uncertainty issues, probabilistic methods are de作者: PRE 時(shí)間: 2025-3-22 00:34 作者: anachronistic 時(shí)間: 2025-3-22 06:44 作者: 富饒 時(shí)間: 2025-3-22 10:50
Satoshi Mizobata,Masahiko Yoshiich exacerbated the damage. In this research, the authors focused on the landslides and debris flows that occurred in the Otoishi River basin. The characteristics of slope failures are analyzed, and the failures are classified focusing on the geological features. Finally, the slope failure mechanism is discussed.作者: 突襲 時(shí)間: 2025-3-22 14:07
Jianping Wang,Zhiyun Wang,Meng Yus and only a simple two-block case is considered. The Elastic Modulus is considered constant inside a block. The EKF using the scaled state parameter is successful in estimating the state of only one of the blocks.作者: 突襲 時(shí)間: 2025-3-22 18:15
Thomas Jekel,Alfons Koller,Josef Strobl earthquake and tsunami-induced damage. Gabion and steel sheet piles were used as reinforcing elements for the foundation. Effectiveness of the developed reinforcing model were judge by performing shaking table tests and tsunami overflow tests.作者: 確定的事 時(shí)間: 2025-3-22 21:47
Conclusions and Recommendations,provement. We first review conventional cement grouting, and introduce the new technique, then two experimental studies are shown. From these, the detail of the grouting practice is confirmed, and adaptability of the grouting is discussed based on the gravel/boulder size and plasticity of grouting material.作者: 秘方藥 時(shí)間: 2025-3-23 02:27 作者: 雕鏤 時(shí)間: 2025-3-23 09:23 作者: TIA742 時(shí)間: 2025-3-23 12:38
Instability of Composite Breakwater Subjected to Earthquake and Tsunami and Its Countermeasures, earthquake and tsunami-induced damage. Gabion and steel sheet piles were used as reinforcing elements for the foundation. Effectiveness of the developed reinforcing model were judge by performing shaking table tests and tsunami overflow tests.作者: lattice 時(shí)間: 2025-3-23 16:50
Extended Application of Cement-Based Grouting to Gravel/Boulder Ground Improvement,provement. We first review conventional cement grouting, and introduce the new technique, then two experimental studies are shown. From these, the detail of the grouting practice is confirmed, and adaptability of the grouting is discussed based on the gravel/boulder size and plasticity of grouting material.作者: 松軟無力 時(shí)間: 2025-3-23 19:32
2364-5156 ird Indo-Japan Workshop on Geotechnics for Natural Disaster Mitigation and Management. This book will be a useful reference for academicians, researchers, practicing professionals and, especially, students of the geotechnical fraternity..978-981-13-8830-9978-981-13-8828-6Series ISSN 2364-5156 Series E-ISSN 2364-5164 作者: ALIBI 時(shí)間: 2025-3-23 22:39 作者: EVICT 時(shí)間: 2025-3-24 02:40 作者: 流行 時(shí)間: 2025-3-24 07:16
Jean-Luc Lhéraud,Patrick Bouchetlthough prediction analysis has been tried from such a disaster case, it has not yet been reflected in the design. It is desirable to predict highly accurate predictive analysis, but first of all, it was calculated by a simple calculation method as much as possible.作者: Irrigate 時(shí)間: 2025-3-24 11:03 作者: 小蟲 時(shí)間: 2025-3-24 16:48
,Shear Strength Behaviour of Gravel–Tire Chips Mixture,imens with GF?
作者: 不透明性 時(shí)間: 2025-3-24 22:10
Evaluation of the Risk Distribution of the Debris Flow Occurred Using Numerical Simulation Subjectelthough prediction analysis has been tried from such a disaster case, it has not yet been reflected in the design. It is desirable to predict highly accurate predictive analysis, but first of all, it was calculated by a simple calculation method as much as possible.作者: Orchiectomy 時(shí)間: 2025-3-25 02:52
Stephan Gerhard Huber,Nadine Schneidertegrated into the design process of remedial measures and the destabilising effect of rainfall is not quantified. This study provides a procedural method for integrating rainfall load into the design of slope remedial measures. The method combines rainfall–landslide relation model with remedial slope design.作者: 發(fā)酵劑 時(shí)間: 2025-3-25 04:35 作者: judicial 時(shí)間: 2025-3-25 08:02
https://doi.org/10.1057/978-1-137-55432-1fied pseudo-dynamic method overcomes limitations of the pseudo-static method and considers the effect of time, amplification and damping properties in the analysis. Consideration of excess pore pressure variation with time in the analysis is challenging and needs further research.作者: 頭盔 時(shí)間: 2025-3-25 12:50
Integrating Rainfall Load into Remedial Design of Slopes Affected by Landslides,tegrated into the design process of remedial measures and the destabilising effect of rainfall is not quantified. This study provides a procedural method for integrating rainfall load into the design of slope remedial measures. The method combines rainfall–landslide relation model with remedial slope design.作者: Bureaucracy 時(shí)間: 2025-3-25 15:53 作者: jabber 時(shí)間: 2025-3-25 21:38 作者: 節(jié)約 時(shí)間: 2025-3-26 01:29 作者: 感激小女 時(shí)間: 2025-3-26 06:47
Ground Modification Techniques to Improve Liquefaction Resistance in Indo-Gangetic Soils,stabilization of loose granular soil. In this paper, the efficacy in mitigating the liquefaction potential of soil by different methods of ground improvement, by comparing SPT and eCPT values of the soil before and after the soil improvement, are discussed.作者: 極力證明 時(shí)間: 2025-3-26 11:13
2364-5156 a quick reference for practitioners dealing with complex fiThis volume presents recent advances and developments taking place in geotechnical aspects of natural disaster mitigation and management. The chapters of this book are based on the invited lectures delivered by eminent researchers at the Th作者: cutlery 時(shí)間: 2025-3-26 13:20
óscar Jara-Albán,Beatriz álvarez-Gonzálezspatial correlation structure of the ground can be identified with very short interval tests. Consequently, high resolution of the spatial distribution of . value could be visualized based on the survey results. Simultaneously, the difference between Japanese and Indian embankments of the river dikes and earth-fill dams has been clarified.作者: 高深莫測 時(shí)間: 2025-3-26 20:46 作者: 他去就結(jié)束 時(shí)間: 2025-3-26 23:03 作者: 想象 時(shí)間: 2025-3-27 03:58 作者: 橫截,橫斷 時(shí)間: 2025-3-27 06:24
,Shear Strength Behaviour of Gravel–Tire Chips Mixture,GTCM). The effect of gravel fraction in the mixture, confining pressure and relative density on drained shear strength and dilatancy behaviour of GTCM have also been investigated. In addition, a series of vibratory tests have been performed on GTCM with different gravel fractions according to JGS-01作者: 沒收 時(shí)間: 2025-3-27 10:26
Elastic Modulus Estimation Using a Scaled State Parameter in the Extended Kalman Filter,ould prove troublesome considering the large difference in magnitude of the covariances of the observation noise and the state vector noise. A simple scaled formulation is developed wherein the Kalman Filtering is done with respect to a new scaled state parameter. The domain is subdivided into block作者: BOLT 時(shí)間: 2025-3-27 16:29 作者: 憤怒事實(shí) 時(shí)間: 2025-3-27 19:39 作者: 上坡 時(shí)間: 2025-3-28 01:25
Investigation of Rainfall-Induced Landslides at the Hillslopes of Guwahati Region, Assam,pact of rainwater infiltration in causing landslides is widely recognized. A landslide study has a two-way approach; local scale (slope stability analysis) and regional scale (landslide susceptibility and hazard assessment). For any of the above-mentioned approach, the determination of infiltration 作者: 愉快么 時(shí)間: 2025-3-28 06:02
Evaluation of the Risk Distribution of the Debris Flow Occurred Using Numerical Simulation Subjecteial cone. It was conducted a debris flow disaster focusing on this alluvial cone. In this survey, it was found that in the hornfels distribution area, there are many stones and gravels and the matrix content is small, so the alluvial cone becomes steep and the debris flow does not reach relatively f作者: Autobiography 時(shí)間: 2025-3-28 06:40 作者: Hemiparesis 時(shí)間: 2025-3-28 12:12 作者: 莎草 時(shí)間: 2025-3-28 17:18 作者: GRIN 時(shí)間: 2025-3-28 18:50
Ground Modification Techniques to Improve Liquefaction Resistance in Indo-Gangetic Soils,duction in its shear strength. Deep ground modification techniques can be very effective in reducing liquefaction potential by vibration/displacement/stabilization of loose granular soil. In this paper, the efficacy in mitigating the liquefaction potential of soil by different methods of ground impr作者: 表臉 時(shí)間: 2025-3-28 22:56 作者: 帶來的感覺 時(shí)間: 2025-3-29 04:56
Satoshi Mizobata,Masahiko Yoshiil areas of the Fukuoka and Oita prefectures of Kyushu, Japan. The authors conducted an extensive investigation of the damage covering several cities, towns, and villages of the Fukuoka and Oita Prefectures. The areas suffered from the disaster have many complicated geologies and geomorphologies, whi作者: LEER 時(shí)間: 2025-3-29 09:25 作者: 鉤針織物 時(shí)間: 2025-3-29 13:03 作者: 步兵 時(shí)間: 2025-3-29 17:18 作者: 安撫 時(shí)間: 2025-3-29 21:40
óscar Jara-Albán,Beatriz álvarez-González in India. In this research, the Swedish Weight Sounding (SWS) and the dynamic cone penetration (DCP) tests are employed as the test methods, and the spatial correlation structure of the ground can be identified with very short interval tests. Consequently, high resolution of the spatial distributio作者: Certainty 時(shí)間: 2025-3-30 03:30 作者: optic-nerve 時(shí)間: 2025-3-30 04:37 作者: Pillory 時(shí)間: 2025-3-30 09:11
Jean-Luc Lhéraud,Patrick Bouchetial cone. It was conducted a debris flow disaster focusing on this alluvial cone. In this survey, it was found that in the hornfels distribution area, there are many stones and gravels and the matrix content is small, so the alluvial cone becomes steep and the debris flow does not reach relatively f作者: 皮薩 時(shí)間: 2025-3-30 14:43
Conclusion: Post-suburban Worlds?t have one or both of the above parameters. Improper drainage is the most important single contributor to landslide initiation. Adequate drainage of water is the most significant element of landslide mitigation measure for both existing and potential landslides. Drainage can be either surface (roads作者: 艱苦地移動(dòng) 時(shí)間: 2025-3-30 18:14 作者: 節(jié)省 時(shí)間: 2025-3-31 00:05 作者: 磨坊 時(shí)間: 2025-3-31 04:02
Kiri Lee,Young-mee Yu Cho,Min-Young Parkduction in its shear strength. Deep ground modification techniques can be very effective in reducing liquefaction potential by vibration/displacement/stabilization of loose granular soil. In this paper, the efficacy in mitigating the liquefaction potential of soil by different methods of ground impr
