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Titlebook: Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls; Hemanta Hazarika,Motoki Kazama,Wei F. Lee Conference proceedings 2017 Spr

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書(shū)目名稱(chēng)Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls
編輯Hemanta Hazarika,Motoki Kazama,Wei F. Lee
視頻videohttp://file.papertrans.cn/385/384131/384131.mp4
概述Contains information on many recent natural hazards induced by large earthquakes and heavy rainfalls.Presents many case histories and lessons learned from the disasters in Japan and other Asian countr
圖書(shū)封面Titlebook: Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls;  Hemanta Hazarika,Motoki Kazama,Wei F. Lee Conference proceedings 2017 Spr
描述.This book is a collection of papers presented at the International Workshop on Geotechnical Natural Hazards held July 12–15, 2014, in Kitakyushu, Japan. The workshop was the sixth in the series of Japan–Taiwan Joint Workshops on Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls, held under the auspices of the Asian Technical Committee No. 3 on Geotechnology for Natural Hazards of the International Society for Soil Mechanics and Geotechnical Engineering. It was co-organized by the Japanese Geotechnical Society and the Taiwanese Geotechnical Society.. .The contents of this book focus on geotechnical and natural hazard-related issues in Asia such as earthquakes, tsunami, rainfall-induced debris flows, slope failures, and landslides. The book contains the latest information and mitigation technology on earthquake- and rainfall-induced geotechnical natural hazards. By dissemination of the latest state-of-the-art research in the area, the information contained in this book will help researchers, designers, consultants, government officials, and academicians involved in the mitigation of natural hazards. The findings and other information provided here is expected to contri
出版日期Conference proceedings 2017
關(guān)鍵詞Earthquake-related geotechnical hazards; Geohazard evaluation and mitigation; Ground improvement; Heavy
版次1
doihttps://doi.org/10.1007/978-4-431-56205-4
isbn_softcover978-4-431-56778-3
isbn_ebook978-4-431-56205-4
copyrightSpringer Japan 2017
The information of publication is updating

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https://doi.org/10.1007/978-3-662-25845-3e weakens a bearing capacity of a mound. The present paper describes bearing capacity properties of a mound under seepage flow, by using centrifuge model tests and finite element method analyses. Two types of model tests were conducted in the study: horizontal load tests and combined tests with hori
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Entwicklungsgeschichte der Modernen Physikmbankment would result from the liquefaction of sandy foundation. Therefore, three centrifuge shaking table tests were performed to study the seismic behaviour of reinforced earth embedment on liquefiable and non-liquefiable sand deposits. From the test results, it was observed that the liquefaction
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Zusammenfassung der Ergebnisse,erformed to increase the diameter of stabilized soil columns and also to produce arbitrary shapes of improved soil structures. The in situ performance verification are also performed to verify arbitrary shapes and large diameters of stabilized soil columns, mechanical properties of stabilized soil c
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https://doi.org/10.1007/978-3-663-16012-0 March 2011 Earthquake in East Japan) has increased the importance of understanding the effect of non-plastic fines on cyclic behavior of sand. The study on their influence has been carried out by several investigators through both field and laboratory tests, obtaining different outcomes that depend
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