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Titlebook: Geotechnical Applications; IGC 2016 Volume 4 Anirudhan I.V.,V.B. Maji Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 G

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书目名称Geotechnical Applications
副标题IGC 2016 Volume 4
编辑Anirudhan I.V.,V.B. Maji
视频video
概述Explores innovative applications of geotechnical engineering.Covers hot topics such as reliability in geotechnical engineering, forensic investigations, rock engineering, shallow and deep foundations,
丛书名称Lecture Notes in Civil Engineering
图书封面Titlebook: Geotechnical Applications; IGC 2016 Volume 4 Anirudhan I.V.,V.B. Maji Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 G
描述.This book comprises select proceedings of the annual conference of the Indian Geotechnical Society. The conference brings together research and case histories on various aspects of geotechnical engineering and geoenvironmental engineering. The book presents papers on geotechnical applications and case histories, covering topics such as (i) shallow and deep foundations; (ii) stability of earth and earth retaining structures; (iii) rock engineering, tunneling, and underground constructions; (iv) forensic investigations and case histories; (v) reliability in geotechnical engineering; and (vi) special topics such as offshore geotechnics, remote sensing and GIS, geotechnical education, codes, and standards. The contents of this book will be of interest to researchers and practicing engineers alike.. . .
出版日期Conference proceedings 2019
关键词Geotechnical Applications; stability of earth; rock engineering; tunneling; underground constructions; Ge
版次1
doihttps://doi.org/10.1007/978-981-13-0368-5
isbn_softcover978-981-13-4398-8
isbn_ebook978-981-13-0368-5Series ISSN 2366-2557 Series E-ISSN 2366-2565
issn_series 2366-2557
copyrightSpringer Nature Singapore Pte Ltd. 2019
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Influence of Configuration of Stone Columns on Combined Footings Resting on Reinforced Earth Bedsning differential equations have been derived and solution of these has been obtained with the help of appropriate boundary and continuity conditions. Finite difference method has been adopted for solving the model of footing-geosynthetic-reinforced granular fill-stone column reinforced soft soil sy
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Analysis of Laterally Loaded Fixed-Headed Single Pile in Multilayered Soil Using P-Y Approachucted. The analysis is carried out considering fixed-headed pile and floating tip at the base. Since soil response is complex idealized models are used for the analysis. Analysis based on generated nonlinear .-. curves representing the soil behavior using OASYS ALP v19.2 has been elucidated. Flexura
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Interference of Two Nearby Footings Resting on Clay Mediumin terms of non-dimensional efficiency factors defined as the ratio of settlement/bearing pressure of interfering footings to that of the isolated footing. It is found the interference affect the performance of isolated footing. The bearing pressure is found to decrease with decrease in clear spacin
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Analysis of Slope Stability of Fly Ash Stabilized Soil Sloperent slope height at constant slope angle under summer and rainy season. The analysis revealed that the slope with native soil was stable up to 12.0 m height under both summer and rainy season. With further increase in height, the slope becomes critically stable and failed under rainy season at 14.0
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