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Titlebook: Innovative Infrastructure Solutions using Geosynthetics; Proceedings of the 3 Fumio Tatsouka,Erol Guler,J. P. Giroud Conference proceedings

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書目名稱Innovative Infrastructure Solutions using Geosynthetics
副標(biāo)題Proceedings of the 3
編輯Fumio Tatsouka,Erol Guler,J. P. Giroud
視頻videohttp://file.papertrans.cn/468/467391/467391.mp4
概述Presents the concepts in simple and plain English.Includes description of several reinforced soil structures.Focuses on research advances.Discusses field experience through case studies.Covers both ge
叢書名稱Sustainable Civil Infrastructures
圖書封面Titlebook: Innovative Infrastructure Solutions using Geosynthetics; Proceedings of the 3 Fumio Tatsouka,Erol Guler,J. P. Giroud Conference proceedings
描述This book contains contributions on advances in geosynthetics engineering. Soil reinforcement is a very useful technique to construct several cost-effective soil structures in an environmentally friendly and sustainable manner. The most commonly used reinforcement materials are galvanized steel strips, geosynthetics in the form of woven geotextiles, geogrids and geocomposites, and fibers from natural and waste products. In recent years, there have been advances in the area of soil reinforcement, especially in the utilization of the technique in field projects. The researchers have also been working to understand the behaviour of reinforced soil considering the field challenges of reinforced soil structures.?
出版日期Conference proceedings 2020
關(guān)鍵詞Geosynthetics; Fibres; Reinforcement; Reinforced soil structures; Reinforced soil; Geotechnical Engineeri
版次1
doihttps://doi.org/10.1007/978-3-030-34242-5
isbn_softcover978-3-030-34241-8
isbn_ebook978-3-030-34242-5Series 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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Effect of Strain Rate on Cyclic Behavior of Pond Ash Reinforced with Geocell, ash samples. The secant shear modulus decreases with increase in cyclic shear strain rate from 0.2% to 0.4% for both unreinforced and geocell reinforced pond ash samples. The decrease is more pronounce in unreinforced pond ash samples. The number of cycles for initiation of initial liquefaction inc
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Cemented Lateritic Soil as Base Material Improvement Using Compression,ozzolan additive was introduced in proportions of 3%, 6%, 9%, 12% and 15% by weight and the effect of the varying proportions studied. The results show that the introduction of the pozzolan improved the soil compressive strength, considerable and a maximum of 369.9?kN/m. was achieved at 9% proportio
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,A Geomembrane Liner to Stop Water Seepage in an 8?km Long Embankment: The Bill Young Reservoir Cased removing the original high-density polyethylene liner, replacing it with a polyvinylchloride liner, and constructing a robust soil-cement erosion protection system placed on a gravel drainage. The selected liner, SIBELON. 2CNT 3300, is a 2?mm thick geomembrane with a geotextile layer heat-bonded o
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