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Titlebook: Geotechnical Characterization and Modelling; Proceedings of IGC 2 Madhavi Latha Gali,Raghuveer Rao P. Conference proceedings 2020 Springer

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發(fā)表于 2025-3-21 17:36:28 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Geotechnical Characterization and Modelling
副標(biāo)題Proceedings of IGC 2
編輯Madhavi Latha Gali,Raghuveer Rao P.
視頻videohttp://file.papertrans.cn/385/384122/384122.mp4
概述Features active collaboration between industry and academia.Discuss geotechnical characterizations using conventional and advanced methods.Describe present trends and future directions in geotechnical
叢書名稱Lecture Notes in Civil Engineering
圖書封面Titlebook: Geotechnical Characterization and Modelling; Proceedings of IGC 2 Madhavi Latha Gali,Raghuveer Rao P. Conference proceedings 2020 Springer
描述.This volume comprises select papers presented during the Indian Geotechnical Conference 2018, discussing issues and challenges relating to the characterization of geomaterials, modelling approaches, and geotechnical engineering education. With a combination of field studies, laboratory experiments and modelling approaches, the chapters in this volume address some of the most widely investigated geotechnical engineering topics. This volume will be of interest to researchers and practitioners alike..
出版日期Conference proceedings 2020
關(guān)鍵詞Geomaterials; geotechnical engineering; Physical modelling; Computational modelling; analytical modellin
版次1
doihttps://doi.org/10.1007/978-981-15-6086-6
isbn_softcover978-981-15-6088-0
isbn_ebook978-981-15-6086-6Series ISSN 2366-2557 Series E-ISSN 2366-2565
issn_series 2366-2557
copyrightSpringer Nature Singapore Pte Ltd. 2020
The information of publication is updating

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Effect of Particle Size on Surface Characteristics of Soil,aining hazardous waste. Though many factors influence the behaviour of these soils, the contribution of various particle sizes present in them is not thoroughly investigated. In order to examine the effect of particle size on electrokinetic, mineralogical and surface properties of soils, the selecte
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Assessment of Shallow Foundation Settlement by Using a Presently Developed 3-D Consolidation Apparamulating field drainage conditions at the laboratory consolidation test may help to predict more accurate rate of consolidation. For conducting three-dimensional (3-D) consolidation tests, a 3-D consolidation apparatus is developed in which it is possible to perform consolidation test of soil sample
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Strength and Dilatancy of Sands Mixed with Jute Fibre,ests were performed on sample of sands with mixture of 0, 0.25 and 0.50% of jute fibres at three different relative density states, namely loose, medium dense and dense, the effect of stress level is also bought out by varying the effective normal stress. The tests were conducted on dry sand having
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In Situ Investigation for Geotechnical Characterization of Consolidated Dry Mine Tailing Slurry Bacment used is a low-cost manually operated pre-bored strain-controlled small-sized pressuremeter (CAVITEX). Basic principles of the equipment are same as those of conventional pressuremeter as developed by Menard, but in contrast, the measuring probe has a single cell instead of tricell and the surfa
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Characterization of Steel Slag as Geo-material,-environmental parameters to test its suitability for geotechnical applications. The electrical arc furnace (EAF) slag obtained from TATA Steel, Jamshedpur, is characterized by assessing its grain size distribution, relative density, specific gravity, short-term free swelling index, pH, and leaching
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