Thesis

Assessment of Hejaz Stabilized Earth's Thermal and Acoustical characteristics for Sustainable Construction in Saudi Arabia. Masters thesis, King Fahd University of Petroleum and Minerals.

Estimation of water saturation in a sand dune using electrical conductivity and seismic methods. Masters thesis, King Fahd University of Petroleum and Minerals.

A UNIVERSAL NANO-LEVEL CONSTITUTIVE (MECHANO-VOLUME CHANGE) MODEL FOR SWELLING CLAYEY SOILS. PhD thesis, King Fahd University of Petroleum and Minerals.

EFFECTS OF ENVIRONMENTAL EXPOSURE CONDITIONS ON ENGINEERING PROPERTIES OF VARIOUS SAND DEPOSITS. Masters thesis, King Fahd University of Petroleum and Minerals.

A STUDY TO ASSESS PHYSICAL AND MECHANICAL PROPERTIES OF NATURAL AND STABILIZED SOILS USING LASER-INDUCED BREAKDOWN SPECTROSCOPY. Masters thesis, King Fahd University of Petroleum and Minerals.

USAGE OF EARTH MATERIALS IN CONSTRUCTION: EXPERIMENTAL AND STATISTICAL APPROACHES. PhD thesis, King Fahd University of Petroleum and Minerals.

FLEET CONFIGURATION OF HIGHWAY CONSTRUCTION USING SIMULATION-BASED OPTIMIZATION. Masters thesis, King Fahd University of Petroleum and Minerals.

UTILIZATION OF STABILIZED RAMMED EARTH IN EASTERN SAUDI ARABIA FOR CONSTRUCTION OF LOAD BEARING WALL. Masters thesis, King Fahd University of Petroleum and Minerals.

HYDROGEN FLUORIDE MODIFIED DUST FOR SELF-CLEANING APPLICATIONS. Masters thesis, King Fahd University of Petroleum and Minerals.

MOLECULAR LEVEL SIMULATIONS AND MODELING OF DECONTAMINATION OF HEAVY METALS FROM GROUNDWATER USING CLAY MINERALS. Masters thesis, King Fahd University of Petroleum and Minerals.

A FRAMEWORK FOR SINGLE AND MULTIPLE ANOMALIES LOCALIZATION IN PIPELINES. Masters thesis, King Fahd University of Petroleum and Minerals.

A STUDY ON STABILIZATION/SOLIDIFICATION OF SOILS CONTAMINATED BY PETROLEUM OIL UTILIZING INDIGENOUS INDUSTRIAL WASTE PRODUCTS. Masters thesis, King Fahd University of Petroleum and Minerals.

BACK-CALCULATING DESIGN PARAMETERS FOR PILES IN MARINE SOILS FROM HIGH-STRAIN DYNAMIC TESTS. Masters thesis, King Fahd University of Petroleum and Minerals.

Assessment of Volume Change and Microstructure of Calcareous Soils Contaminated with Sulfuric and Phosphoric Acids. Masters thesis, King Fahd University of Petroleum and Minerals.

Compressed sensing based image denoising: novel patch-based collaborative algorithms. Masters thesis, King Fahd University of Petroleum and Minerals.

PERFORMANCE AND DESIGN OPTIMIZATION OF STONE COLUMN IN SABKHA SOILS. PhD thesis, King Fahd University of Petroleum and Minerals.

Molecular Level Modeling of Natural and Compacted Expansive Clays. PhD thesis, King Fahd University of Petroleum and Minerals.

ASSESSMENT OF DENSITY AND SHEAR STRENGTH OF EASTERN SAUDI SANDS USING DYNAMIC CONE PENETRATION TESTING (DCPT). Masters thesis, King Fahd University of Petroleum and Minerals.

IMPROVEMENT OF EASTERN SAUDI SOILS UTILIZING INDIGENOUS INDUSTRIAL BY-PRODUCTS. PhD thesis, King Fahd University of Petroleum and Minerals.

(2009) STABILIZATION/SOLIDIFICATION OF SOIL CONTAMINATED WITH HAZARDOUS WASTES. Masters thesis, King Fahd University of Petroleum and Minerals.

(2009) Stabilization of Eastern Saudi Soils Using Heavy Fuel Oil Fly Ash and Cement Kiln Dust. Masters thesis, King Fahd University of Petroleum and Minerals.

(1987) A model study of slurry-trench excavation and soil-bentonite cut-off walls. Masters thesis, KFUPM.

(1985) Deformation of cohesionless soils under repeated loading. Masters thesis, KFUPM.

(1988) Constitutive modelling of Dhahran dune sand using cap model. Masters thesis, kfupm.

(1987) Creep characteristics of local sands. Masters thesis, KFUPM.

(1997) Effect of gypsum-anhydrite on the behavior of expansive clays. Masters thesis, KFUPM.

(1997) Improvement of Eastern Saudi sabkha soils for road construction. Masters thesis, KFUPM.

(2001) Plasto-damage model for stress-strain behavior of soil. Masters thesis, KFUPM.

(1998) Assesment of the geotechnical properties of stabilized sand-marl mixtures for constructional purposes. Masters thesis, KFUPM.

(2000) Behavior of laterally loaded pile group model in sand. Masters thesis, KFUPM.

(2001) Effect of gradation and testing procedures on the load carrying capacity of calcareous sediments. Masters thesis, KFUPM.

(1988) Geotechnical properties of the surfacial soil of Sanaa The Yemen Arab Republic. Masters thesis, KFUPM.

(1979) Uncertainty analysis in shear strength of soils and its application to stability of slope problems. Masters thesis, KFUPM.

(1998) Fracture toughness investigation of an indigenous limestone rock formation. Masters thesis, KFUPM.

(1991) Characerization of expansive soils in the Eastern Province of Saudi Arabia. Masters thesis, KFUPM.

(1995) Characterization and stabilization of Eastern Saudi Marls. Masters thesis, KFUPM.

(1997) Chemical stabilization of Al-Qurrayyah Eastern Saudi Sabkha soil. Masters thesis, KFUPM.

(1999) Interface frictional characteristics of non-woven geotextile - Sabkha and - sand using pull-out tests. Masters thesis, KFUPM.

(2005) Effect of rate of water table rise on LNAPL entrapment in uniform and well-graded sands. Masters thesis, KFUPM.

(2000) Effects of geotextiles on the load-carrying capacity of pavements on Sabkha. Masters thesis, KFUPM.

(1988) Engineering properties and mineralogical composition of expansive clays in Al-Qatif area. Masters thesis, KFUPM.

Article

Remote sensing application to the management of agricultural drainage water in severely arid region: a case study. Remote sensing application to the management of agricultural drainage water in severely arid region: a case study.

Rate and mode of barchan dunes advance in the central part of the Jafurah Sand Sea. Rate and mode of barchan dunes advance in the central part of the Jafurah Sand Sea.

Weather modification impact on reference evapotranspiration, soil salinity and desertification in arid regions: a case study. Weather modification impact on reference evapotranspiration, soil salinity and desertification in arid regions: a case study.

Effect of rusting of reinforcing steel on its mechanical properties and bond with concrete. Effect of rusting of reinforcing steel on its mechanical properties and bond with concrete.

Engineering properties of the soil of Sana'a, the Yemen Arab Republic. Engineering properties of the soil of Sana'a, the Yemen Arab Republic.

Soil deformation and shear strength characteristics of the Sana'a soil, Yemen Arab Republic. Soil deformation and shear strength characteristics of the Sana'a soil, Yemen Arab Republic.

Characteristics and chemical treatment of expansive clay in Al- Qatif, Saudi Arabia. Characteristics and chemical treatment of expansive clay in Al- Qatif, Saudi Arabia.

Mixed hardening, three-invariants dependent cap model. Mixed hardening, three-invariants dependent cap model.

Expansive soil in Al-Madinah, Saudi Arabia. Expansive soil in Al-Madinah, Saudi Arabia.

Geotechnical behavior of oil-contaminated fine-grained soils. Geotechnical behavior of oil-contaminated fine-grained soils.

Stability of vertically bent pipelines buried in sand. Stability of vertically bent pipelines buried in sand.

Response of sabkha to laboratory tests: a case study. Response of sabkha to laboratory tests: a case study.

Determination of parameters for a hyperbolic model of soils. Determination of parameters for a hyperbolic model of soils.

Effects of confining pressure and temperature on mixed-mode (I-II) fracture toughness of a limestone rock. Effects of confining pressure and temperature on mixed-mode (I-II) fracture toughness of a limestone rock.

A generalized three invariants cap model and its numerical implementation to study soil-foundation interaction. A generalized three invariants cap model and its numerical implementation to study soil-foundation interaction.

Effects of Calcium Sulfate on Swelling Potential of an Expansive Clay. Effects of Calcium Sulfate on Swelling Potential of an Expansive Clay.

Study on the performance of calcareous expansive clays. Study on the performance of calcareous expansive clays.

Influence of gypsification on engineering behavior of expansive clay. Influence of gypsification on engineering behavior of expansive clay.

Expansive characteristics of gypsiferous/anhydritic soil formations. Expansive characteristics of gypsiferous/anhydritic soil formations.

Laboratory and field studies of response of structures to heave of expansive clay. Laboratory and field studies of response of structures to heave of expansive clay.

Compressibility and collapse characteristics of arid saline sabkha soils. Compressibility and collapse characteristics of arid saline sabkha soils.

Geotechnical behaviour of saline sabkha soils. Geotechnical behaviour of saline sabkha soils.

Strength characteristics of sabkha soils. Strength characteristics of sabkha soils.

Improvement of plasticity and swelling potential of calcareous expansive clays. Improvement of plasticity and swelling potential of calcareous expansive clays.

Influence of geotextiles on performance of saline sebkha soils. Influence of geotextiles on performance of saline sebkha soils.

Modified oedometer for arid, saline soils. Modified oedometer for arid, saline soils.

Swelling behaviour of calcareous clays from the Eastern Province of Saudi Arabia. Swelling behaviour of calcareous clays from the Eastern Province of Saudi Arabia.

Suggested modifications to ASTM standard methods when testing arid, saline soils. Suggested modifications to ASTM standard methods when testing arid, saline soils.

Influence of chloride ions on sulphate deterioration in plain and blended cements. Influence of chloride ions on sulphate deterioration in plain and blended cements.

Influence of sulfate ions on chloride-induced reinforcement corrosion in portland and blended cement concretes. Influence of sulfate ions on chloride-induced reinforcement corrosion in portland and blended cement concretes.

Magnesium-sodium sulfate attack in plain and blended cements. Magnesium-sodium sulfate attack in plain and blended cements.

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.

Characterization and chemical stabilization of Al-Qurayyah sabkha soil. Characterization and chemical stabilization of Al-Qurayyah sabkha soil.

Clegg hammer - California-bearing ratio correlations. Clegg hammer - California-bearing ratio correlations.

Stabilization of dune sand using foamed asphalt. Stabilization of dune sand using foamed asphalt.

Effect of soil pollution on substructures. Effect of soil pollution on substructures.

Effects of Calcium Sulfate on Swelling Potential of an Expansive Clay. Effects of Calcium Sulfate on Swelling Potential of an Expansive Clay.

Expansive characteristics of gypsiferous/anhydritic soil formations. Expansive characteristics of gypsiferous/anhydritic soil formations.

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

Geotechnical behaviour of saline sabkha soils. Geotechnical behaviour of saline sabkha soils.

Compressibility and collapse characteristics of arid saline sabkha soils. Compressibility and collapse characteristics of arid saline sabkha soils.

Stabilization of an arid, saline sabkha soil using additives. Stabilization of an arid, saline sabkha soil using additives.

Strength characteristics of sabkha soils. Strength characteristics of sabkha soils.

Influence of geotextiles on performance of saline sebkha soils. Influence of geotextiles on performance of saline sebkha soils.

Chemical stabilization of sabkha soils at high moisture contents. Chemical stabilization of sabkha soils at high moisture contents.

Modified oedometer for arid, saline soils. Modified oedometer for arid, saline soils.

Suggested modifications to ASTM standard methods when testing arid, saline soils. Suggested modifications to ASTM standard methods when testing arid, saline soils.

Response of sabkha to laboratory tests: a case study. Response of sabkha to laboratory tests: a case study.

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

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

Conference or Workshop Item

Volume change behavior of arid calcareous soils. In: Natural Hazards Review.

A comparison between mixing and grouting approaches for treating calcareous expansive clay. In: Grouting and deep mixing. Proc. conference, Tokyo,.

Treatment of calcareous expansive clays. In: Fly Ash for Soil Improvement,.

Evaluation study of modified Mohr-Coulomb and cap models. In: Proceedings of Engineering Mechanics.

Interaction of steel jacket platform with surrounding soil. In: CONF. ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING.

Interaction Of Steel Jacket Platform With Surrounding Soil. In: Proceedings of the International Offshore Mechanics and Arctic Engineering Symposium.

Volume change behavior of arid calcareous soils. In: Volume change behavior of arid calcareous soils.