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Titlebook: Advances in Soil Liquefaction Engineering; Yoshimichi Tsukamoto,Kenji Ishihara Book 2022 Springer Nature Singapore Pte Ltd. 2022 Degree of

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發(fā)表于 2025-3-21 16:08:25 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱Advances in Soil Liquefaction Engineering
影響因子2023Yoshimichi Tsukamoto,Kenji Ishihara
視頻videohttp://file.papertrans.cn/150/149768/149768.mp4
發(fā)行地址Presents recent developments in evaluating triggering and consequences of soil liquefaction.Shows recent developments in liquefaction susceptibility of partially saturated and unsaturated sand.Include
學(xué)科分類Springer Series in Geomechanics and Geoengineering
圖書封面Titlebook: Advances in Soil Liquefaction Engineering;  Yoshimichi Tsukamoto,Kenji Ishihara Book 2022 Springer Nature Singapore Pte Ltd. 2022 Degree of
影響因子This book describes recent developments in soil liquefaction engineering and introduces more appropriate procedures than the current ones to evaluate triggering and consequences of soil liquefaction during earthquakes. The topics therefore cover all aspects of soil behaviour following liquefaction during earthquakes. The contents start with new approaches and new findings on characterisation of liquefaction resistance and undrained shear strength of fully saturated, partially saturated, and unsaturated sand, which are fully based on laboratory tests. New approaches and findings are then described on the use of in situ sounding tests for characterising triggering and consequences of soil liquefaction, including post-liquefaction settlement, lateral spreading, and stability against flow slide. All the topics are accompanied by illustrative case history data from recent major earthquakes in Japan..
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1866-8755 soil liquefaction, including post-liquefaction settlement, lateral spreading, and stability against flow slide. All the topics are accompanied by illustrative case history data from recent major earthquakes in Japan..978-981-15-5481-0978-981-15-5479-7Series ISSN 1866-8755 Series E-ISSN 1866-8763
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Computer Security – ESORICS 2020the cyclic resistance ratio are revisited. The empirical procedures to appropriately incorporate the effects of soil ageing and imperfect saturation are introduced, and some case history studies are described.
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Zimin Zhang,Wenying Zhang,Hongfang Shis on the evaluations of post-liquefaction settlement and lateral displacement of soil deposits are introduced. The lateral spreading may be classified into two types: (1) limited deformation of the order of 1.0–5.0?m and (2) lateral spread involving unlimited deformation or flow failure. The limited
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發(fā)表于 2025-3-23 09:00:12 | 只看該作者
Xianrui Qin,Cailing Cai,Tsz Hon Yuena key parameter to evaluate the stability of earth structures during earthquakes. The use of in situ sounding tests to evaluate the undrained shear strength of soils is described, including standard penetration test and cone penetration test. The recent development on the use of weight sounding test
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