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Titlebook: Geotechnical Applications; IGC 2016 Volume 4 Anirudhan I.V.,V.B. Maji Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 G

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Entwickeln Konstruieren Berechnenrent slope height at constant slope angle under summer and rainy season. The analysis revealed that the slope with native soil was stable up to 12.0 m height under both summer and rainy season. With further increase in height, the slope becomes critically stable and failed under rainy season at 14.0
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Konstruktion einer Getriebezwischenwelle,mplified, Janbu Modified, Spencer, Corps of Engineers-1, Corps of Engineers-2, Lowe Karafiath and Morgenstern-Price for both circular and non-circular failure surfaces. The results are presented in the form of normalised plots considering the following cases: (i) Stagewise (Without Tailings) (ii) St
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Entwickeln Sie Ihre eigene Blockchainof tension geotextile in order to achieve stability during filling to support the full design load until the cope line. Once the surcharge is removed, the overfill is cut back to the final geometry and revetment is provided along the perimeter bund.
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2366-2557 codes, and standards. The contents of this book will be of interest to researchers and practicing engineers alike.. . .978-981-13-4398-8978-981-13-0368-5Series ISSN 2366-2557 Series E-ISSN 2366-2565
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978-981-13-4398-8Springer Nature Singapore Pte Ltd. 2019
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Bankwirtschaftliche Schriftenreihe have been selected for the settlement calculations. These methods have been categorized as empirical (nine numbers), semi-empirical (two numbers), and theoretical (four numbers). The settlements of foundations with different footing sizes have been calculated using these methods on improved sandy s
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