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Titlebook: Sustainable Geo-Technologies for Climate Change Adaptation; Hemanta Hazarika,Stuart Kenneth Haigh,Takashi Fuji Book 2023 The Editor(s) (if

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發(fā)表于 2025-3-21 18:21:13 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Sustainable Geo-Technologies for Climate Change Adaptation
編輯Hemanta Hazarika,Stuart Kenneth Haigh,Takashi Fuji
視頻videohttp://file.papertrans.cn/884/883314/883314.mp4
概述Focus on sustainability and innovations in design, construction & maintenance of geotechnical structures.Discusses technological advancement, challenges encountered & solutions for sustainable infrast
叢書名稱Springer Transactions in Civil and Environmental Engineering
圖書封面Titlebook: Sustainable Geo-Technologies for Climate Change Adaptation; Hemanta Hazarika,Stuart Kenneth Haigh,Takashi Fuji Book 2023 The Editor(s) (if
描述.This edited volume?is a compilation of peer-reviewed papers of the plenary lectures, keynote lectures, special lectures and young researcher’s special lectures delivered at the 1.st.?International Symposium on?.C.onstruction?.R.esources for?.E.nvironmentally?.S.ustainable?.T.echnologies (.CREST 2020.) organized by Kyushu University, Fukuoka, Japan. The book focuses on sustainability, promotion of new ideas and innovations in design, construction and maintenance of geotechnical structures with the aim of contributing towards climate change adaptation and disaster resiliency to meet the UN Sustainable Development Goals (SDGs). It presents?latest research, information, technological advancement, practical challenges encountered, and solutions adopted in the field of geotechnical engineering for sustainable infrastructure towards climate change adaptation. This volume will be of interest to those in academiaand industry alike.?.
出版日期Book 2023
關(guān)鍵詞Sustainable Resources for Construction; Climate Change Adaptation; Sustainable Design; Resilient Infras
版次1
doihttps://doi.org/10.1007/978-981-19-4074-3
isbn_softcover978-981-19-4076-7
isbn_ebook978-981-19-4074-3Series ISSN 2363-7633 Series E-ISSN 2363-7641
issn_series 2363-7633
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor
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Liquefaction-Induced Flow Failure of Gentle Slopes of Fines—Containing Loose Sands by Case Historiesh fines were addressed to examine liquefaction behavior under different initial shear stresses indicating that the flow failure was confirmed to initiate even in a low gradient slope when the effective stress path comes across a straight line from the origin on the . diagram uniquely defined irrespe
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Slope Creep Instability in Krajang Lor Village, Magelang Regency, Central Java, Indonesia: Inducement. As the results, three main factors causing soil creep are: (1) poor engineering properties of the soil including high water content, low dry density and low shear strength parameters, (2) irreversibly dehydration of hydrated halloysite clay as well as swell-shrink activities of smectite clay, and
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Characteristics of Re-liquefaction Behaviors of the Typical Soils in the Aso Area of Kumamoto, Japanom the sand boil site presented a liquefiable feature, similar to fine sand in the tests. Furthermore, the fine particles played a dominant role in liquefaction characteristics, in both the soils from the sand boil site and the volcanic soil.
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Sustainable Transport Infrastructure Adopting Energy-Absorbing Waste Materialsct tests) and numerical modelling. Moreover, in an effort to put theory into practice, the performance of under ballast shock mats placed at ballast-bridge deck interfaces has been investigated in field tests carried out at Singleton (near Newcastle, Australia). The test results and the numerical mo
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