Research on the Selection of Geosynthetics for Infrastructure Works
References
- [1]. SR EN ISO 10318:2006: “Geosynthetics. Terms and conditions“ (in Romanian).
- [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.
- [3]. SR EN ISO 10319:2008: “Geosynthetics. Wide strip tensile test“(in Romanian).
- [4]. SR EN ISO 12957-1:2005: “Geosynthetics. Determination of friction characteristics. Part 1: Direct shear testing“(in Romanian).
DOI: https://doi.org/10.1515/rjti-2015-0025 | Journal eISSN: 2286-2218
Language: English, Romanian
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
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© 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.