Three-Dimensional Simulations of Plate Anchor Pullout in Granular Materials-Reference-Cited by-同舟云学术

Three-Dimensional Simulations of Plate Anchor Pullout in Granular Materials

Published:2019-04 Issue:4 Volume:19 Page:04019004
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Evans T. Matthew¹,Zhang Nan²

Affiliation:

1. Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331.

2. Graduate Research Assistant, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001367

Reference56 articles.

1. Grain-size effect on uplift capacity of plate anchors in coarse granular soils

2. Balla A. 1961. “The resistance to breaking out of mushroom foundations for pylons.” In Proc. 5th Int. Conf. on Soil Mechanics and Foundation Engineering 569–576. Paris: Dunod.

3. A generalized procedure for predicting optimal lower bound break-out factors of strip anchors

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

5. Breakout Resistance of Horizontal Anchors in Sand

Cited by 36 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Approximate analytical algorithm for pull-out resistance-displacement relationship of combined anchor system;Engineering Failure Analysis;2024-12

2. Experimental and Numerical Investigations on the Dynamic Response of Steel Piles Embedded in Crushed Limestone Material under Impact Loading;Geotechnical and Geological Engineering;2024-08-02

3. Pullout behaviour of strip plate anchors in clay overlying sand;Ocean Engineering;2024-08

4. The Behavior of Horizontal Anchor Foundations Embedded in Sand under Uplift and Lateral Loads;International Journal of Geomechanics;2024-06

5. Pullout Performance and Branching Effect of Radial Cables to Reinforce the Steep Fill–Bedrock Interfaces: Investigation of a Pullout Test and a Numerical Simulation;International Journal of Geomechanics;2024-06