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Titlebook: Geotechnics for Natural Disaster Mitigation and Management; A. Murali Krishna,Takeshi Katsumi Book 2020 Springer Nature Singapore Pte Ltd.

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发表于 2025-3-21 16:50:06 | 显示全部楼层 |阅读模式
书目名称Geotechnics for Natural Disaster Mitigation and Management
编辑A. Murali Krishna,Takeshi Katsumi
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概述Presents a collection of state-of-the-art geotechnical research and practices.Addresses intricate geotechnical engineering problems.Provides a quick reference for practitioners dealing with complex fi
丛书名称Developments in Geotechnical Engineering
图书封面Titlebook: Geotechnics for Natural Disaster Mitigation and Management;  A. Murali Krishna,Takeshi Katsumi Book 2020 Springer Nature Singapore Pte Ltd.
描述This 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 Third 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..
出版日期Book 2020
关键词Geotechnical Engineering; Soil Dynamics; Earthquake Engineering; Slope Stability; Landslides; Ground Impr
版次1
doihttps://doi.org/10.1007/978-981-13-8828-6
isbn_softcover978-981-13-8830-9
isbn_ebook978-981-13-8828-6Series ISSN 2364-5156 Series E-ISSN 2364-5164
issn_series 2364-5156
copyrightSpringer Nature Singapore Pte Ltd. 2020
The information of publication is updating

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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
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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.
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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.
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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.
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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.
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