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Keywords: Reinforced soils
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Journal Articles
Journal:
Geosynthetics International
Geosynthetics International 1–16.
Published: 08 May 2026
... walls with wide and narrow MSE walls are bulging and rotation for stronger input motions, respectively. Geosynthetics Geosynthetic Reinforced Soil Back-to-Back Walls Width to Height Ratio Acceleration Response Deformation Modes Retaining Walls Geosynthetic-Reinforced Soils Walls & Slopes...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2026) 33 (4): 683–700.
Published: 02 February 2026
.... The modular block wall is mounted on a cart that moves freely in the horizontal direction using ball bearings on rails at the bottom of the metal box. The reinforced soil mass is subjected to vertical loading via airbags that cover the entire surface of the soil mass and the modular concrete blocks facing...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2026) 33 (2): 203–216.
Published: 09 October 2025
... 06 2024 15 07 2025 © 2025 Emerald Publishing Limited 2025 Emerald Publishing Limited Licensed re-use rights only Geosynthetics Reinforced Soils Load Transfer Centrifuge Modelling Embankment Geotextiles Geomembranes & Geogrids ASIRI soil improvement...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2024) 31 (6): 999–1010.
Published: 05 December 2024
...Y. Rao; Z. Liu; G. Ding; Z. Gao; J. Wang; H. Wang; X. Wu Geosynthetics are widely used in soil reinforcement engineering, the failure modes of which are typically pullout modes. However, current research on monitoring the pullout damage experienced by reinforced soil is limited. Accordingly...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2024) 31 (5): 568–596.
Published: 23 October 2024
...B. Yaghoobi; H. Fathipour; M. Payan; R. Jamshidi Chenari In this study, the ultimate bearing capacity of shallow strip footings resting on a geosynthetic-reinforced soil mass subjected to inclined and eccentric combined loading is rigorously examined through the well-established method of lower...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2020) 27 (5): 503–522.
Published: 05 August 2020
... of the reinforced soil bed than an anchor uplifted in an unreinforced soil bed. The 1 g model tests performed Rahimi et al. (2018a) were simulated numerically to demonstrate the response of anchors embedded in a sand bed with and without geocell inclusion. The scale effect of the anchor was addressed...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2011) 18 (5): 255–271.
Published: 01 October 2011
... by measuring water breakthrough at the onset of differential settlement. With an increase in the thickness of the geofiber-reinforced soil barrier, and with the provision of an overburden equivalent to that of landfill cover, the integrity of the geofiber-reinforced soil barrier was found to be retained, even...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2009) 16 (5): 364–373.
Published: 01 October 2009
...A. Murali Krishna; G. Madhavi Latha ABSTRACT: This paper presents the results of shaking table tests on models of rigid-faced reinforced soil retaining walls in which reinforcement materials of different tensile strength were used. The construction of the model retaining walls in a laminar box...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2007) 14 (6): 355–364.
Published: 01 December 2007
... in understanding the relative performance of reinforced soil-retaining walls under different test conditions used in the experiments. 12 04 2006 13 04 2007 17 09 2007 © 2007 Thomas Telford Ltd 2007 Geosynthetics Shaking table tests Seismic response Laminar box Reinforced soils Wrap...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2004) 11 (6): 470–480.
Published: 01 December 2004
..., and the ratio of the length of upper and lower beams and placement depth of the lower reinforcement—significantly affect the combined response of the model. Geosynthetics Reinforced soils Ground improvement Winkler foundation (7) d 4 y 2 d x 4 + k 2 E 2...
