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Titlebook: Contemporary Issues in Soil Mechanics; Proceedings of the 2 Sayed Hemeda,Mounir Bouassida Conference proceedings 2019 The Editor(s) (if app

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書(shū)目名稱(chēng)Contemporary Issues in Soil Mechanics
副標(biāo)題Proceedings of the 2
編輯Sayed Hemeda,Mounir Bouassida
視頻videohttp://file.papertrans.cn/237/236557/236557.mp4
概述Discusses some contemporary issues related to soil mechanics in earthwork projects.Explains how to measure and monitor geotechnical works under climate change effects.Covers the latest research of hig
叢書(shū)名稱(chēng)Sustainable Civil Infrastructures
圖書(shū)封面Titlebook: Contemporary Issues in Soil Mechanics; Proceedings of the 2 Sayed Hemeda,Mounir Bouassida Conference proceedings 2019 The Editor(s) (if app
描述This volume is of interest to practical engineers. It discusses some contemporary issues related to soil mechanics in earthwork projects which are critical components in civil construction and often require detailed management techniques and unique solution methods to address failures. Being earth bound, earthwork is influenced by geomaterial properties at the onset of a project. Hence, an understanding of the in-situ soil properties is essential. Slope stability is a common problem facing earthwork construction, such as?excavations and shored structures. Analytical methods for slope stability remain critical for researchers due to the mechanical complexity of the system.? Striving for better earthwork project managements, the geotechnical engineering community continues to find improved testing techniques for determining sensitive?properties of soil and rock, including stress-wave based, non-destructive testing methods. To minimize failure during earthwork construction,past case studies and data may reveal useful lessons and information to improve project management and minimize economic losses. This volume discusses these aspects using appropriate methods in a simple way. The vol
出版日期Conference proceedings 2019
關(guān)鍵詞In situ test; Laboratory test; Ground improvement; Soil stability; Foundations; In Situ and laboratory Te
版次1
doihttps://doi.org/10.1007/978-3-030-01941-9
isbn_softcover978-3-030-01940-2
isbn_ebook978-3-030-01941-9Series ISSN 2366-3405 Series E-ISSN 2366-3413
issn_series 2366-3405
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
The information of publication is updating

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Cognition without Representation?ield a positive compression index even for soils with zero void ratios. Furthermore, published expressions are normally based on a high correlation coefficient and limited test data. Significant measures such as standard errors are often omitted. Some published equations are limited to fine-grained
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Lecture Notes in Computer Scienceon. The characteristics of the organic and mineral fractions significantly impact organic soils behavior. Experimental compression data for peat moss and mixtures of organic fibers with kaolinite or fine sand show a linear relationship between the organic fraction (by weight) and void ratio for cons
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Value Systems and Healthcare Ethicssement Complex gneiss/schist and granite and Campanian Bida Sandstone. A total of 18 water and 18 soil samples were collected from water wells and soil pits respectively occurring in the 3 lithologic terrains. The water samples were subjected to atomic absorption spectrophotometer to determine the c
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