Research on the Selection of Geosynthetics for Infrastructure Works Cover

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Research on the Selection of Geosynthetics for Infrastructure Works

Romanian Journal of Transport Infrastructure

Volume 3 (2014): Issue 2 (December 2014)

By: Raluca Ioana Chirică

Open Access

|Apr 2015

References

[1]. SR EN ISO 10318:2006: “Geosynthetics. Terms and conditions“ (in Romanian).
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[2]. W. VOSKAMP, P. RISSEEUW: “Method to Establish the Maximum Allowable Load under Working Conditions of Polyester Reinforcing Fabrics”, în Soft Soil Stabilization using Geosynthetics, Edited by Koerner, Reprinted from Geotextiles and Geomembranes, Vol. 6, Nos 1 - 3, Elsevier Applied Science, Essex, England, 1988, p. 173 - 184.10.1016/0266-1144(87)90064-1
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[3]. SR EN ISO 10319:2008: “Geosynthetics. Wide strip tensile test“(in Romanian).
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[4]. SR EN ISO 12957-1:2005: “Geosynthetics. Determination of friction characteristics. Part 1: Direct shear testing“(in Romanian).
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DOI: https://doi.org/10.1515/rjti-2015-0025 | Journal eISSN: 2286-2218

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Language: English

Page range: 26 - 36

Published on: Apr 1, 2015

Published by: Technical University of Civil Engineering of Bucharest

In partnership with: Paradigm Publishing Services

Publication frequency: 2 issues per year

Keywords:

infrastructură,

Related subjects:

Business and economics,

Business management,

Environmental management,

Introductions and overviews,

Engineering, other,

Materials sciences,

Materials sciences, other

© 2015 Raluca Ioana Chirică, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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