Author

Q. S. Banyhussan

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Open access Aug 2026

Engineering Performance and Interface Shear Behaviour of Crumb Rubber-Stabilized Clay Subgrade Reinforced with Geogrid

Clayey soils are generally characterized with low strength and high plasticity which may affect the stability of the subgrade in road infrastructure and hence encourage research into sustainable stabilization techniques. The objective of this study was to investigate the possibility of using recycled crumb rubber (CR)...

Jaafar Abdulrazzaq, Q. S. Banyhussan, Ahmed A. Hussein et al. · Geotechnics · 0 citations

Open access 2026

Shear strength, CBR, and interface interaction of pumice-modified clay reinforced with Geostrip: A large-scale laboratory study

Clayey soils are challenging in geotechnical engineering because of their high compressibility, moisture sensitivity, and low shear strength. This study investigates lightweight and sustainable pumice, locally termed Ponza, for stabilizing clayey soil collected from Al-Amiriya, Baghdad, Iraq. Pumice was incorporated at...

Sami S. Jasim, M. S. Al-Soud, Q. S. Banyhussan · Research on Engineering Stru... · 0 citations