Development and Validation of a Two-Phase Model for Reinforced Soil by Considering Nonlinear Behavior of Matrix-Reference-Cited by-同舟云学术

Development and Validation of a Two-Phase Model for Reinforced Soil by Considering Nonlinear Behavior of Matrix

Published:2010-06 Issue:6 Volume:136 Page:721-735
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Seyedi Hosseininia Ehsan¹²,Farzaneh Orang¹²

Affiliation:

1. School of Civil Engineering, University College of Engineering, Univ. of Tehran, Shanzdah Azar Ave., Enghelab St., P.O. Box 14155–6457, Tehran, Iran (corresponding author).

2. School of Civil Engineering, Faculty of Engineering, Univ. of Tehran, Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000111

Reference49 articles.

1. A new working stress method for prediction of reinforcement loads in geosynthetic walls

2. ASTM. (2009). “Standard test method for tensile properties of geotextiles by the wide-width strip method.” D4595-09 Vol. 04.13 West Conshohocken Pa.

3. Reinforcement loads in geosynthetic walls and the case for a new working stress design method

4. A multiphase constitutive model of reinforced soils accounting for soil-inclusion interaction behaviour

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