Numerical and Experimental Analyses of Percussion-Driven Earth Anchors (PDEAs) under Monotonic Pullout Tests-Reference-Cited by-同舟云学术

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Numerical and Experimental Analyses of Percussion-Driven Earth Anchors (PDEAs) under Monotonic Pullout Tests

Published:2024-05-03 Issue: Volume:20 Page:30-40
ISSN:
Container-title:IFCEE 2024
language:
Short-container-title:

Author:

Azizian Mehran¹¹²¹³,Kaneza Nice¹¹²¹³,Poudel Arjan¹¹²¹³,Asfaw Natnael T.¹¹²¹³,Lei Gang¹¹²¹³,Yu Xinbao¹¹²¹³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.

2. M.Sc. Student, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.

3. Postdoctoral Research Associate, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485415.004

Reference10 articles.

1. Numerical Investigation of Uplift Behavior of Circular Plate Anchors in Uniform Sand

2. Experimental evaluation of an expanded polystyrene (EPS) block-geogrid system to protect buried pipes

3. Uplift behavior of plates embedded in fiber-reinforced cement stabilized backfill

4. Das, B. M., and Shukla, S. K. (2013). Earth anchors. J. Ross Publishing.

5. Experimental investigation of the uplift behaviour of circular plate anchors embedded in sand

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