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Titlebook: Geotechnics for Transportation Infrastructure; Recent Developments, Ravi Sundaram,Jagdish Telangrao Shahu,Vasant Havan Conference proceedin

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發(fā)表于 2025-3-21 18:26:31 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Geotechnics for Transportation Infrastructure
副標(biāo)題Recent Developments,
編輯Ravi Sundaram,Jagdish Telangrao Shahu,Vasant Havan
視頻videohttp://file.papertrans.cn/385/384145/384145.mp4
概述Covers the new trends and practises in geotechnical engineering for transportation.Includes Key Note Address by renowned experts, Invited papers by senior professionals and research papers.Covers a di
叢書名稱Lecture Notes in Civil Engineering
圖書封面Titlebook: Geotechnics for Transportation Infrastructure; Recent Developments, Ravi Sundaram,Jagdish Telangrao Shahu,Vasant Havan Conference proceedin
描述This book presents selected papers from the International Symposium on Geotechnics for Transportation Infrastructure (ISGTI 2018). The research papers cover geotechnical interventions for the diverse fields of policy formulation, design, implementation, operation and management of the different modes of travel, namely road, air, rail and waterways. This book will be of interest to academic and industry researchers working in transportation geotechnics, as also to practicing engineers, policy makers, and civil agencies..
出版日期Conference proceedings 2019
關(guān)鍵詞Transportation Geotechnics; Pavements; Highways; Hill Roads; Bridge Foundations; Railroad and Metro Track
版次1
doihttps://doi.org/10.1007/978-981-13-6713-7
isbn_softcover978-981-13-6715-1
isbn_ebook978-981-13-6713-7Series ISSN 2366-2557 Series E-ISSN 2366-2565
issn_series 2366-2557
copyrightSpringer Nature Singapore Pte Ltd. 2019
The information of publication is updating

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Environmental History of Oceanic Islandsviour under loading condition is monitored using the sensing ability. The sensing ability of the diagnosing material was evaluated through the electrical conductivity test. The defect identification was done by uniaxial electrical test. The mechanical strength properties were evaluated through the c
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Prehistory and Early History of the Deltapavements. Previously, investigations were carried out using visual observation of base course, core extraction, and its examination in the laboratory for which the core is extracted from the rutted section of roads. The methods used conventionally are time consuming, difficult to perform, and also
地板
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https://doi.org/10.1007/978-3-642-77112-5ient modulus of these mixes was found to be higher than that of conventional granular subbase (GSB). Finite element analyses of a five-layer flexible pavement system are carried out and the service life ratio of FAL and FAC mixes in relation to the conventional GSB layer is evaluated.
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Renee M. Gardner PhD,Jennifer F. Nyland PhDincluding thickness of asphalt layers, leading to reduced construction costs. This way of incorporating geogrids can be used in pavements constructed both on weak and firm soils. This paper describes the process of developing a modification of Mechanistic-Empirical Pavement Design Method (MEPDM) whi
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https://doi.org/10.1007/978-981-19-2083-7. The performances of reinforced specimens were compared with the unreinforced specimen (CS), and the improvement in fatigue life was estimated. Fatigue test and DIC results indicate that the reinforced specimens improved the fatigue life of overlays, irrespective of crack depth and among them, the
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Environmental Interactions of Claysperforming load–displacement and load–settlement test and to reduce the burden on the existing Pirana landfills. From this study, municipal solid waste depicted better results in terms of lateral displacement of modeled RE wall as compared to sand, but contrary to it municipal solid waste showed gre
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