Pullout Performance and Branching Effect of Radial Cables to Reinforce the Steep Fill–Bedrock Interfaces: Investigation of a Pullout Test and a Numerical Simulation-Reference-Cited by-同舟云学术

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Pullout Performance and Branching Effect of Radial Cables to Reinforce the Steep Fill–Bedrock Interfaces: Investigation of a Pullout Test and a Numerical Simulation

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Zhao¹,Huang Da²^ORCID,Luo Shilin³,Huang Wenbo¹,Tomás Roberto⁴

Affiliation:

1. Ph.D. Candidate, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China.

2. Professor, College of Geology Engineering and Geomatics, Chang’an Univ., Xi’an 710064, China (corresponding author). ORCID: .

3. Lecturer, College of Civil Engineering, Changsha Univ., Changsha 410022, China.

4. Professor, Dpto. de Ingeniería Civil, Escuela Politécnica Superior de Alicante, Univ. de Alicante, P. O. Box 99. E-03080 Alicante, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8368

Reference42 articles.

1. Experimental and numerical analysis of large scale pull out tests conducted on clays reinforced with geogrids encapsulated with coarse material

2. Pull-out behaviour of steel grid soil reinforcement embedded in silty sand

3. Pullout capacity of inclined plate anchors embedded in sand

4. Site scale modeling of slow-moving landslides, a 3D viscoplastic finite element modeling approach

5. Simplified calculation methods of post-construction settlement of high-fill foundation in mountain airport;Cao G. X.;Rock Soil Mech.,2011

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