Study of Trench Backfill Particle Size Effects on Lateral Soil Restraints on Buried Pipelines Using Discrete Element Modeling-Reference-Cited by-同舟云学术

Study of Trench Backfill Particle Size Effects on Lateral Soil Restraints on Buried Pipelines Using Discrete Element Modeling

Published:2020-02 Issue:1 Volume:11 Page:04019047
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Dilrukshi Sadana¹,Wijewickreme Dharma²

Affiliation:

1. Research Associate, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Lane, Vancouver, BC, Canada V6T 1Z4.

2. Professor, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Lane, Vancouver, BC, Canada V6T 1Z4 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000423

Reference59 articles.

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3. Analysis and DEM simulation of granular material flow patterns in hopper models of different shapes

4. Numerical simulation of drained triaxial test using 3D discrete element modeling

5. Burnett A. J. 2015. “Investigation of full scale horizontal pipe-soil interaction and large strain behavior of sand.” Master’s thesis Dept. of Civil Engineering Queen’s Univ.

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