Behavior of Concave Segmental Soil Retaining Wall Using Porcupine Blocks-Reference-Cited by-同舟云学术

Behavior of Concave Segmental Soil Retaining Wall Using Porcupine Blocks

Published:2021-08 Issue:8 Volume:21 Page:04021138
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Stathas Dionysios¹,Wang J. P.²,Ling Hoe I.³

Affiliation:

1. EBP Switzerland, Division of Infrastructure and Transportation, Mühlebachstrasse 11, Zurich 8038, Switzerland.

2. Dept. of Civil Engineering, and Research Center for Hazard Mitigation and Prevention, National Central Univ., Zhongli 32001, Taiwan (corresponding author).

3. Dept. of Civil Engineering & Engineering Mechanics, Columbia Univ., 500 West 120th St., New York, NY 10027.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002082

Reference41 articles.

1. A new working stress method for prediction of reinforcement loads in geosynthetic walls

2. ASTM. 2011. Standard test method for determining the shear strength between segmental concrete units (modular concrete blocks). ASTM D6916-06c. West Conshohocken, PA: ASTM.

3. Influence of test method on direct shear behavior of segmental retaining wall units;Bathurst R. J.;Geotech. Test. J.,2008

4. Biehler, J., and F. Bill. 2014. 3D printing with Autodesk 123D: Create and print 3D objects with 123D, AutoCad, and inventor. Indianapolis: Que Publishing.

5. The strength and dilatancy of sands

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