Mosleh Ali Al-Shamrani
Mosleh Ali Al-Shamrani
Professor in the Department of Civil Engineering
Verified email at
Cited by
Cited by
Study of the effect of soil anisotropy on slope stability using method of slices
AA Al-Karni, MA Al-Shamrani
Computers and Geotechnics 26 (2), 83-103, 2000
Experimental study of lateral restraint effects on the potential heave of expansive soils
MA Al-Shamrani, AW Dhowian
Engineering Geology 69 (1-2), 63-81, 2003
Target reliability approach to study the effect of fiber reinforcement on UCS behavior of lime treated semiarid soil
AAB Moghal, BCS Chittoori, BM Basha, MA Al-Shamrani
Journal of Materials in Civil Engineering 29 (6), 04017014, 2017
Compressibility and durability characteristics of lime treated expansive semiarid soils
AAB Moghal, AA Kareem Obaid, TO Al-Refeai, MA Al-Shamrani
Journal of Testing and Evaluation 43 (2), 255-263, 2015
Preloading for reduction of compressibility characteristics of sabkha soil profiles
MA Al-Shamrani, AW Dhowian
Engineering Geology 48 (1-2), 19-41, 1997
Applying the hyperbolic method and Cα/Cc concept for settlement prediction of complex organic-rich soil formations
MA Al-Shamrani
Engineering geology 77 (1-2), 17-34, 2005
Road damage due to expansive soils: Survey of the phenomenon and measures for improvement
MA Dafalla, MA Shamrani
Design, Construction, Rehabilitation, and Maintenance of Bridges, 73-80, 2011
Evaluation of chemical stabilization of a highly expansive clayey soil
E Mutaz, MA Shamrani, AJ Puppala, MA Dafalla
Transportation research record 2204 (1), 148-157, 2011
Prediction of potential vertical swell of expansive soils using a triaxial stress path cell
MA Al-Shamrani, AI Al-Mhaidib
Quarterly Journal of Engineering Geology and Hydrogeology 32 (1), 45-54, 1999
Desorption of heavy metals from lime-stabilized arid-soils using different extractants
AAB Moghal, SAS Mohammed, A Almajed, MA Al-Shamrani
International Journal of Civil Engineering 18, 449-461, 2020
Lime leachability studies on stabilized expansive semi-arid soil
AAB Moghal, MA Dafalla, TY Elkady, MA Al-Shamrani
GEOMATE Journal 9 (18), 1467-1471, 2015
Upper-bound solutions for bearing capacity of strip footings over anisotropic nonhomogeneous clays
MA Al-Shamrani
Soils and foundations 45 (1), 109-124, 2005
A time-dependent bounding surface model for anisotropic cohesive soils
Soils and Foundations 38 (1), 61-76, 1998
Swelling behavior under oedometric and triaxial loading conditions
MA Al-Shamrani, AI Al-Mhaidib
Advances in Unsaturated Geotechnics, 344-360, 2000
Soil–water characteristic curve and one-dimensional deformation characteristics of fiber-reinforced lime-blended expansive soil
AM Al-Mahbashi, MA Al-Shamrani, AAB Moghal
Journal of Materials in Civil Engineering 32 (6), 04020125, 2020
Effect of compaction state on the soil water characteristic curves of sand–natural expansive clay mixtures
TY Elkady, A Al-Mahbashi, M Dafalla, M Al-Shamrani
European Journal of Environmental and Civil Engineering 21 (3), 289-302, 2017
Expansive soil properties in a semi-arid region
MA Dafalla, MA Shamrani
Research Journal of Environmental and Earth Sciences 4 (11), 930-938, 2012
Effect of calcium-based derivatives on consolidation, strength, and lime-leachability behavior of expansive soil
AAB Moghal, V Vydehi, MB Moghal, R Almatrudi, A AlMajed, ...
Journal of Materials in Civil Engineering 32 (4), 04020048, 2020
Effects of confining pressure and effective stress on hydraulic conductivity of sand-clay mixtures
M Dafalla, AA Shaker, T Elkady, M Al-Shamrani, A Dhowian
Arabian Journal of Geosciences 8, 9993-10001, 2015
Sorptive Response of Chromium (Cr+6) and Mercury (Hg+2) From Aqueous Solutions Using Chemically Modified Soils
AAB Moghal, KR Reddy, S Abu Sayeed Mohammed, M Ali Al-Shamrani, ...
Journal of Testing and Evaluation 45 (1), 105-119, 2017
The system can't perform the operation now. Try again later.
Articles 1–20