Novel experimental techniques to assess the time-dependent deformations of geosynthetics under soil confinement-Reference-Cited by-同舟云学术

Novel experimental techniques to assess the time-dependent deformations of geosynthetics under soil confinement

Published:2021-04 Issue:2 Volume:13 Page:410-419
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Costa Carina Maia Lins^ORCID,Zornberg Jorge Gabriel

Funder

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference30 articles.

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2. Standard Test Method for Evaluating the Unconfined Tension Creep Behavior of Geosynthetics,2016

3. Influence of soil confinement on the creep behavior of geotextiles;Becker;Geotext. Geomembranes,2015

4. Field monitoring evaluation of geotextile-reinforced soil-retaining walls;Benjamim;Geosynth. Int.,2007

5. Discussion of ‘A performance test for assessment of long-term creep behavior of soil-geosynthetic composites’ by Wu JTH and Helwany SMB;Boyle;Geosynth. Int.,1996

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1. Creep Response of Untreated and Additive Treated Jute Geotextiles in Isothermal Condition;Geotechnical and Geological Engineering;2023-07-03

2. Analytical model for predicting time-dependent lateral deformation of geosynthetics-reinforced soil walls with modular block facing;Journal of Rock Mechanics and Geotechnical Engineering;2023-07

3. Geogrid-soil interaction: experimental analysis of factors influencing load transfer;Geosynthetics International;2022-06-10

4. Time-Dependent Response of a Recycled C&D Material-Geotextile Interface under Direct Shear Mode;Materials;2021-06-04