Compressibility and swelling characteristics of Al-Khobar Palygorskite, eastern Saudi Arabia. Compressibility and swelling characteristics of Al-Khobar Palygorskite, eastern Saudi Arabia.

Effect of geotextile and cement on the performance of sabkha subgrade. Effect of geotextile and cement on the performance of sabkha subgrade.

Estimation of spilled hydrocarbon volume - The state-of-the-art. Estimation of spilled hydrocarbon volume - The state-of-the-art.

Analytical model to quantify crude oil spill volume in sandy layered aquifers. Analytical model to quantify crude oil spill volume in sandy layered aquifers.

Effectiveness of stone columns: Field assessment. Effectiveness of stone columns: Field assessment.

Nonwoven geotextile-sabkha and -sand interface friction characteristics using pull-out tests. Nonwoven geotextile-sabkha and -sand interface friction characteristics using pull-out tests.

Optimization of steel slag aggregates for bituminous mixes in Saudi Arabia. Optimization of steel slag aggregates for bituminous mixes in Saudi Arabia.

Utilization of local material in the construction of an embankment for recharging groundwater aquifer with treated wastewater effluents. Utilization of local material in the construction of an embankment for recharging groundwater aquifer with treated wastewater effluents.

The effect of temperature on the engineering properties of oil-contaminated sands. The effect of temperature on the engineering properties of oil-contaminated sands.

Performance of a stabilized marl base: A case study. Performance of a stabilized marl base: A case study.

Centrifugal modeling of bearing capacity of shallow foundations on sands. Centrifugal modeling of bearing capacity of shallow foundations on sands.

Strength and compressibility of Abqaiq marl, Saudi Arabia. Strength and compressibility of Abqaiq marl, Saudi Arabia.

A study of sand stabilization in eastern Saudi Arabia. A study of sand stabilization in eastern Saudi Arabia.

Evaluation of the flow pump and constant head techniques for permeability measurements. Evaluation of the flow pump and constant head techniques for permeability measurements.

Utilization of steel slag aggregate for road bases. Utilization of steel slag aggregate for road bases.