4.7 Article

Effect of woven geotextile reinforcement on mechanical behavior of calcareous sands

Journal

CASE STUDIES IN CONSTRUCTION MATERIALS
Volume 18, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.cscm.2023.e02014

Keywords

Calcareous Sand; Woven Geotextile; Shear Strength; Deformation; Breakage

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In this study, the mechanical properties and deformation of woven geotextile-reinforced calcareous sand were evaluated through a series of tests. The results showed that the addition of woven geotextile significantly increased the strength of the specimens and changed the stress-strain curves from softening to hardening and dilatancy. Increasing the number of geotextile layers and applying confining pressure shifted the shear deformation towards strain-hardening behavior. Overall, woven geotextiles greatly improved the apparent cohesion strength of calcareous sand soil, with the relative density and confining pressure also affecting volumetric changes and dilatancy.
The mechanical properties of calcareous sands are critical as potentially important material sources for marine geotechnical constructions. Brittleness and large deformations created in calcareous sands can affect the stability of marine structures and geosynthetic reinforcement is a promising new approach. In this study, a series of consolidated-drained (CD) tests were conducted to evaluate the mechanical properties and deformation of woven geotextile-reinforced calcareous sand. For this purpose, the effect of geotextile layers, relative density, type of woven geotextile, and confining pressure were investigated. The results show that the strength of the reinforced specimens increases markedly compared to the unreinforced calcareous sand and the deviatoric stress-strain curves change from slight softening to hardening and dilatancy. Also, by increasing the number of woven geotextile layers and applying a confining pressure, the shear deformation shifts toward strain-hardening behavior. Overall, woven geotextiles significantly improve the apparent cohesion strength of calcareous sand soil. The woven geotextile, relative density, and confining pressure all contribute to volumetric changes and dilatancy of reinforced specimens, but particle breakage is more affected by confining pressure.

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