Fracture Analysis of Cohesive Soils Using Bilinear and Trilinear Cohesive Laws-Reference-Cited by-同舟云学术

Fracture Analysis of Cohesive Soils Using Bilinear and Trilinear Cohesive Laws

Published:2016-08 Issue:4 Volume:16 Page:04015088
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Barani Omid Reza¹,Mosallanejad Mohammadnabi²,Sadrnejad Seyed Amirodin³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, K.N. Toosi Univ. of Technology, P.O. Box 15875-4416, 19967-15433 Tehran, Iran (corresponding author).

2. Graduate Student, Dept. of Civil Engineering, K.N. Toosi Univ. of Technology, P.O. Box 15875-4416, 19967-15433 Tehran, Iran.

3. Professor, Dept. of Civil Engineering, K.N. Toosi Univ. of Technology, P.O. Box 15875-4416, 19967-15433 Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000630

Reference36 articles.

1. Determination of cohesive properties for mode I fracture from compacted clay beams

2. Use of Material Interfaces in DEM to Simulate Soil Fracture Propagation in Mode I Cracking

3. Numerical modelling of desiccation cracking

4. Desiccation of a sensitive clay: application of the model CRACK

5. 3D modeling of cohesive crack growth in partially saturated porous media: A parametric study

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