Enhancing clayey soil performance with lime and waste rubber tyre powder: Mechanical, microstructural, and statistical analysis.

Nowadays, for soil stabilisation and cleaner production of geo-composites, the possibility of utilizing waste rubber is in vogue. The present paper deals with experimentally investigating the mechanical and micro-structural characteristics of weak Indian clayey soil partially substituted with lime (0-3.5%) and waste rubber tyre powder (0-15%). It was observed that, with increasing lime and rubber powder content, the plasticity index of the soil decreases. The shear strength and compaction testing results reveal that adding lime and rubber tyre powder (RTP) enhances the geotechnical performance of clayey soil up to an optimum dosage value. Also, the tri-axial shear testing was performed to obtain stress-strain curves for all considered soil mixes. For modified clayey soil containing 3% lime and 12.5% rubber powder, the cohesion values and bearing capacities improved phenomenally by 36.1% and 88.6% respectively, when compared to clayey soil. Further for this mix, SEM analysis reveals a compacted microstructure which improves dry-density and California's bearing ratio among all modified mixes. The novel co-relations upon regression analysis are found able to predict plasticity index, dry density, bearing capacity and shear strength with higher confidence levels. Overall, the cost-benefit analysis worked out to obtain the optimum cost of construction of footings and flexible pavement shows cost deductions up to 19% and 39% respectively while utilizing modified clay soil mixes containing 3% lime and 12.5% rubber powder in subgrade, ultimately making production stronger, cheaper and environment friendly.

Influence of industrial waste and mineral admixtures on durability and sustainability of high-performance concrete.

The present research explores the strength, durability, microstructure, embodied energy, and global warming potential investigations made toward cleaner production of high-performance concrete (HPC) using a new composition. For this, various mixes were considered by replacing cement with metakaolin (MK) and silica fumes (SF) while simultaneously altering fine aggregates with industrial waste, copper slag (CS) in 0%, 25%, 50%, 75%, and 100% at 0.23 w/b ratio. The observations on fresh properties show a decrease in the slump due to pozzolans MK and SF but get compensated by the inclusion of copper slag simultaneously. HPC mixes with 50% replacement of CS revealed the best outcomes in compressive and splitting tensile strengths. Upon testing the concrete mixes against resistance to sulfate exposure, chloride penetration, and water absorption, the durability performance results best for modified mixes having 50% CS substitution levels. Scanning electron microscopy and energy dispersive spectroscopy support a 25% substitution of CS, showing a thickset microstructure with an ample amount of C-S-H gel with negligible cracks and capillary channels resulting in having best-strengthening properties. Overall, decrement in embodied energies and global warming potential has resulted with a reduction in the usage of cement and river sand in modified concrete mixes, ultimately making the production sustainable as well as environment friendly.