The Use of the Horizontal Slice Method to Determine the Pseudostatic Coefficient in Two-Tiered Geogrid and Metal Strip–Reinforced Soil Walls-Reference-Cited by-同舟云学术

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The Use of the Horizontal Slice Method to Determine the Pseudostatic Coefficient in Two-Tiered Geogrid and Metal Strip–Reinforced Soil Walls

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yazdandoust Majid¹^ORCID,Jamnani Amirhossein Rasouli²,Sabermahani Mohsen³

Affiliation:

1. Dept. of Civil Engineering, Univ. of Qom, Qom 3716146611, Iran (corresponding author). ORCID: .

2. Dept. of Civil Engineering, Islamic Azad Univ., Varamin Pishva Branch, Tehran 3381774895, Iran.

3. School of Civil Engineering, Iran Univ. of Science and Technology, Tehran 1684613114, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9753

Reference49 articles.

1. AASHTO. 2002. Standard specifications for highway bridges. 17th ed. Washington, DC: AASHTO.

2. Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method

3. Pseudo-static analysis of reinforced earth retaining walls

4. Geosynthetic reinforcement stiffness characterization for MSE wall design

5. ASTM. 2011. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-11. West Conshohocken, PA: ASTM.

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