Physical and numerical analysis of reinforced soil wall on clayey foundation under repetitive loading: effect of fineness modulus of backfill material-Reference-Cited by-同舟云学术

Physical and numerical analysis of reinforced soil wall on clayey foundation under repetitive loading: effect of fineness modulus of backfill material

Published:2021-06 Issue:12 Volume:14 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Chakraborty Sudipta^ORCID,Hore Ripon^ORCID,Shuvon Ayaz Mahmud^ORCID,Kamrul Kamruzzaman^ORCID,Ansary Mehedi Ahmed^ORCID

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://link.springer.com/content/pdf/10.1007/s12517-021-07317-7.pdf

Reference46 articles.

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2. Brinkgreve RBJ, Broere W (2006) Plaxis 3D Foundation Version 1.5, Delft University of Technology & PLAXIS, The Netherlands

3. Capilleri PP, Ferraiolo F, Motta E, Scotto M, Todaro M (2019) Static and dynamic analysis of two mechanically stabilized earth walls. Geosynth Int 26(1):26–41. https://doi.org/10.1680/jgein.18.00034

4. Cengiz C, Guler E (2018) Shaking table tests on geosynthetic encased columns in soft clay. Geotext Geomembr 46(6):748–758. https://doi.org/10.1016/j.geotexmem.2018.07.009

5. Chen Z, Yang P, Liu H, Zhang W, Wu C (2019) Characteristics analysis of granular landslide using shaking table model test. Soil Dyn Earthq Eng 126:105761. https://doi.org/10.1016/j.soildyn.2019.105761

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