2023
DOI: 10.59615/ijie.3.1.35
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Evaluating the Shear Strength of Subbase-subgrade Interface Using Large Scale Direct Shear Test

Qais Sahib Banyhussan,
Ahmed Mancy Mosa,
Abdullah Nasser Hussein
et al.

Abstract: The inclusion of geogrid in road pavements can improve pavement performance through increasing the lateral confinement, bearing capacity, and overall rigidity of the pavement, as well as reducing the vertical and lateral pavement deformations. The materials used in the present study are: subbase granular materials Type B, two types of subgrade soil; clay and sandy soil, and two nonwoven biaxial geogrids (G1 and G2) used as reinforcing materials. Direct shear testing was adopted by manufacturing a large-scale d… Show more

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Cited by 4 publications
(3 citation statements)
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“…The soil-reinforcement interaction mechanism (direct shear mode or pullout mode) is one of these variables (Banyhussan et al, 2023).…”
Section: Introductionmentioning
confidence: 99%
“…The soil-reinforcement interaction mechanism (direct shear mode or pullout mode) is one of these variables (Banyhussan et al, 2023).…”
Section: Introductionmentioning
confidence: 99%
“…The soil-reinforcement interaction mechanism (direct shear mode or pullout mode) is one of these variables (Banyhussan et al, 2023).…”
Section: Introductionmentioning
confidence: 99%
“…The soil-reinforcement interaction mechanism (direct shear mode or pullout mode) is one of these variables (Banyhussan et al, 2023).…”
Section: Introductionmentioning
confidence: 99%