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Titlebook: Advances in Computer Methods and Geomechanics; IACMAG Symposium 201 Amit Prashant,Ajanta Sachan,Chandrakant S. Desai Conference proceedings

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期刊全称Advances in Computer Methods and Geomechanics
期刊简称IACMAG Symposium 201
影响因子2023Amit Prashant,Ajanta Sachan,Chandrakant S. Desai
视频video
发行地址Covers the latest research in the field of geomechanics.Includes research by leading experts in industry and academia.Provides views from interactions between industry, government, and academia
学科分类Lecture Notes in Civil Engineering
图书封面Titlebook: Advances in Computer Methods and Geomechanics; IACMAG Symposium 201 Amit Prashant,Ajanta Sachan,Chandrakant S. Desai Conference proceedings
影响因子This volume presents selected papers from IACMAG Symposium,The major themes covered in this conference are Earthquake Engineering, Ground Improvement and Constitutive Modelling. This volume will be of interest to researchers and practitioners in geotechnical and geomechanical engineering. .
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https://doi.org/10.1007/978-1-4842-2967-5 particle in the nanometer (1 nm = 10. m) range. Nanoclays have various applications in many fields, including problematic soil treatment, pharmacy, medicine, catalysis, cosmetics, food packaging, and textile industry. The raw cost of Nanoclay is high due to its costly manufacturing process that inv
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https://doi.org/10.1007/978-3-658-06429-7of concrete and steel. It includes analyzing and designing of RCC piled jetty with three types of earth retaining systems, namely slope fill (Type 1), diaphragm wall separate from the jetty (Type 2), cantilever wall attached to the jetty (Type 3), and with two different vessels of 5000 DWT (V.) and
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Methodische Konzeption der Studies except shell foundations, the shape of the cross section adopted is rectangular and the base has been considered as a plane surface. The pattern of soil movement beneath the footing during loading is a significant factor contributing to the load–settlement behaviour. By altering the shape of the c
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https://doi.org/10.1007/978-3-658-06429-7th and high compressibility. The typical Kuttanad soil consists primarily of silt and clay fractions. The natural water content of the soil here is very high and close to the liquid limit. Since Kuttanad is the rice bowl of Kerala, any technique adopted in this region should be eco-friendly and shou
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Joachim Goll,Ulrich Bröckl,Manfred Dausmanncability of these procedures to evaluate the performance of the geotechnical structures overlying the saturated granular soil remains as a concern since the responses exhibited by the soil are very complex in these cases. One such case involving the strip foundation on top of liquefiable sand is num
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