Load-Carrying Capacity and Required Reinforcement Strength of Closely Spaced Soil-Geosynthetic Composites
Author:
Affiliation:
1. Professor, Dept. of Civil Engineering, Univ. of Colorado, Denver, CO 80217 (corresponding author).
2. Ph.D. Researcher, Institute of Geotechnical Engineering (IGE/IBST), Ministry of Construction, 81 Tran Cung, Cau Giay, Hanoi, Vietnam.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000885
Reference25 articles.
1. Adams M. T. Lillis C. P. Wu J. T. H. and Ketchart K. (2002). “Vegas mini pier experiment and postulate of zero volume change.” Proc. 7th Int. Conf. on Geosynthetics 389–394.
2. Adams M. T. Nicks J. Stabile T. Wu J. T. H. Schlatter W. and Hartmann J. (2011). “Geosynthetic reinforced soil integrated bridge system: Synthesis report.” Rep. No. FHWA-HRT-11-027 Federal Highway Administration McLean VA.
3. ASTM. (1986). “Standard test method for tensile properties of geotextiles by the wide-width strip method.” D4595 West Conshohocken PA.
4. Effect of particle size on the mechanical behaviour of sand-geotextile composites
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