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Titlebook: Earth Retaining Structures and Stability Analysis; Proceedings of the I Kasinathan Muthukkumaran,Balunaini Umashankar,N. K Conference proce

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书目名称Earth Retaining Structures and Stability Analysis
副标题Proceedings of the I
编辑Kasinathan Muthukkumaran,Balunaini Umashankar,N. K
视频video
概述Comprises select peer-reviewed proceedings of the conference IGC 2021.Enriches understanding by including contributions from leading experts across the globe.Focuses on recent developments in geotechn
丛书名称Lecture Notes in Civil Engineering
图书封面Titlebook: Earth Retaining Structures and Stability Analysis; Proceedings of the I Kasinathan Muthukkumaran,Balunaini Umashankar,N. K Conference proce
描述.This book comprises the select peer-reviewed proceedings of the Indian Geotechnical Conference (IGC) 2021. The contents focus on Geotechnics for Infrastructure Development and Innovative Applications. This book covers topics geotechnical challenges in tunnel construction, related performance of temporary secant pile wall, soil nail walls, rock-fill embankment dams, performance of MSE wall, stability analysis, dynamic stability and landslide simulations, landslide early warning system, among others. This book is of interest to those in academia and industry. This book is of interest to those in academia and industry. .
出版日期Conference proceedings 2023
关键词Foundation Engineering; Ground Improvement Techniques; Slope Stability and Landslides; Geosynthetics Ap
版次1
doihttps://doi.org/10.1007/978-981-19-7245-4
isbn_softcover978-981-19-7247-8
isbn_ebook978-981-19-7245-4Series ISSN 2366-2557 Series E-ISSN 2366-2565
issn_series 2366-2557
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor
The information of publication is updating

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,Funktionen einer Veränderlichen, continuum equivalent with the inclusion of critical joint sets in the second method. The present study concluded that the first approach overestimates the seismic forces generated in the liner. Hence, it is more beneficial to use an equivalent continuum-interface approach to obtain results with greater accuracy.
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Alan Hippe,Andreas Holz,Bernhard Falksoil model was adopted for the numerical analysis. It has been established that a loose section of 0.73. above tunnel crown has been formed and soil arching section above this loose section develops for a height of 1.27..
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Seismic Assessment of Horseshoe-Shaped Tunnel Using a Pseudo-Static Approach, continuum equivalent with the inclusion of critical joint sets in the second method. The present study concluded that the first approach overestimates the seismic forces generated in the liner. Hence, it is more beneficial to use an equivalent continuum-interface approach to obtain results with greater accuracy.
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A Concise Review of State-of-the-Art on Landslide Monitoring and Warning System in India,sed approaches such as landslide monitoring and early warning systems. Furthermore, landslide susceptibility was assessed using local-scale, regional-scale, and site-specific studies, particularly in the Indian Himalayan region.
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