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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 · 0 citations
Open access Aug 2026

Microstructural and mechanical effects of biochar particle size on clay compressibility and lead immobilization

The demand for sustainable soil stabilizers has driven interest in soil–biochar mixtures for geotechnical applications such as landfill liners and subgrade systems. However, the role of biochar particle size in governing compressibility, shear strength, and heavy metal immobilization remains unclear. This study examine...

M. Nuruddin, A. Moghal, B. Dubey et al. · 0 citations
Oct 2026

Impact of Nonplastic Fines Content on the Small-Strain Shear Modulus and Water Retention Behavior of Unsaturated Sand–Silt Mixtures

This study examines the small-strain shear modulus ( G max ) and water retention behavior of unsaturated sand–silt mixtures with a focus on the effects of fines content (FC), mean net stress ( p n ), and hydraulic hysteresis. A comprehensive experimental program was conducted, incorpor...

B. Sadollahzadeh, S. Haeri, Ali Khosravi · 0 citations
Open access

Experimental investigation of the stress-strain behavior of concrete produced with natural perlite aggregate and waste materials

The replacement of conventional aggregates in concrete with alternative and waste-based materials has become an important research area for sustainable construction. This study experimentally investigated the effects of natural perlite aggregate replacement and fiber reinforcement on the mechanical and microstructural...

Sabi̇re Mayda · 0 citations
Open access Aug 2026

Stress-State-Dependent Reinforcement of Cement-Stabilized Soil Using Waste Brick Powder and Glass Fiber

Cement-stabilized soil is widely used for ground improvement but suffers from brittleness and low tensile strength. This study investigates combined modification of cement-stabilized soil with waste brick powder (WBP, 5%) and glass fiber (GF, 0–2.0%) to enhance mechanical performance and microstructural integrity. Unco...

Xiaosan Yin, Md Mashiur Rahman, Jian Wang et al. · 0 citations

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