Physical and Computational Modelling of Geosynthetic-Reinforced Model Slopes in Shaking Table Tests-Reference-Cited by-同舟云学术

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Physical and Computational Modelling of Geosynthetic-Reinforced Model Slopes in Shaking Table Tests

Published:2022-11-05 Issue:6 Volume:8 Page:
ISSN:2199-9260
Container-title:International Journal of Geosynthetics and Ground Engineering
language:en
Short-container-title:Int. J. of Geosynth. and Ground Eng.

Author:

Srilatha N.^ORCID,Latha G. Madhavi

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40891-022-00414-x.pdf

Reference58 articles.

1. Jewell R (1980) Some effects of reinforcement on the mechanical behaviour of soils. PhD Thesis, University of Cambridge, London, UK

2. Jewell R, Wroth C (1987) Direct shear tests on reinforced sand. Geotechnique 37(1):53–68

3. Bathurst RJ, Cai Z (1995) Pseudo-static seismic analysis of geosynthetic reinforced segmental retaining walls. Geosynth Int 2(5):787–830

4. Sandri D (1994) Retaining walls stand up to the Northridge earthquake. Geotech Fabrics Rep 12(4):30–31

5. Sandri D (1997) A performance summary of reinforced soil structures in the greater Los Angeles area after the Northridge earthquake. Geotext Geomembr 15(4–6):235–253

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1. Evaluation of Mechanical Properties of Warp-Knitted Polyester Geogrids Under Uniaxial and Biaxial Tensile Loading;International Journal of Geosynthetics and Ground Engineering;2024-05-28

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