Deformation and Capacity of Vacuum-Wrapped Reinforced Soil Test Structures-Reference-Cited by-同舟云学术

Deformation and Capacity of Vacuum-Wrapped Reinforced Soil Test Structures

Published:2016-11 Issue: Volume: Page:
ISSN:
Container-title:Rocky Mountain Geo-Conference 2016
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Author:

Elmagre Egbal¹²,Hoffman Peter¹²

Affiliation:

1. Ph.D. Student, Geotechnical Engineering, Dept. of Civil Engineering, Univ. of Colorado at Denver,1250 14th St., Denver, CO 80217.

2. Research Professor, Reinforced Soil Research Center, Univ. of Colorado at Denver, 1250 14th St., Denver, CO 80217.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480250.007

Reference19 articles.

1. Adams M.T. Nicks J. Stabile T. Wu J.T.H. Schlatter W. and Hartmann J. (2011). "Geosynthetic Reinforced Soil Integrated Bridge System - Interim Implementation Guide." Report No. FHWA-HRT-11-026 Federal Highway Administration McLean VA.

2. Allen T.M Christopher B. Elias V. and DiMaggio J. (2001) "Development of the Simplified Method for Internal Stability of Mechanically Stabilized Earth Walls." Report WA-RD 513.1 Washington State Department of Transportation Olympia.

3. Refinement of Kstiffness Method for geosynthetic-reinforced soil walls;Bathurst R.J;Geosynthetics International,2008

4. Berg R.R. Christopher B.R. and Samtami N.C. (2010). "Design of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes - Volume I." Federal Highway Administration Washington DC.

5. Duncan J.M. Byrne P. Wong K.S. and Mabry P. (1978). "Strength Stress-Strain and Bulk Modulus Parameters for Finite Element Analysis of Stresses and Movements in Soil Masses." Report No. UCB/GT/78-02 University of California Berkeley.

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1. Triaxial Testing’s 1/6th Rule: Particle-Continuum Analysis of Granular Stability during Compression;E3S Web of Conferences;2019

2. Shear-Induced Failure and Static Liquefaction in Reinforced Soil and Triaxial Tests;International Journal of Geomechanics;2018-11