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

Exacting

書目名稱Geotechnics for Natural Disaster Mitigation and Management影響因子(影響力)




書目名稱Geotechnics for Natural Disaster Mitigation and Management影響因子(影響力)學科排名




書目名稱Geotechnics for Natural Disaster Mitigation and Management網(wǎng)絡公開度




書目名稱Geotechnics for Natural Disaster Mitigation and Management網(wǎng)絡公開度學科排名




書目名稱Geotechnics for Natural Disaster Mitigation and Management被引頻次




書目名稱Geotechnics for Natural Disaster Mitigation and Management被引頻次學科排名




書目名稱Geotechnics for Natural Disaster Mitigation and Management年度引用




書目名稱Geotechnics for Natural Disaster Mitigation and Management年度引用學科排名




書目名稱Geotechnics for Natural Disaster Mitigation and Management讀者反饋




書目名稱Geotechnics for Natural Disaster Mitigation and Management讀者反饋學科排名

冷漠

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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anachronistic

富饒

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.

突襲

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.

突襲

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.

確定的事

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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