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  • Akram I, Azam S (2023). A transient seepage–thermal stability model for cohesionless soil slopes in the semi-arid continental climate of the Canadian Prairies. Sustainability. 15(18):13739

  • Akram I, Azam S (2023). Effect of sample preparation on saturated and unsaturated shear strength of cohesionless soils. Geotechnics. 3(2):212-223.

  • Bukhary A, Azam S (2023). A review of physicochemical stabilization for improved engineering properties of clays. Geotechnics. 3(3):744-759.

  • Huang Q, Azam S (2023). A numerical-hierarchical framework for predicting volume changes in expansive soils under variable surface and weather conditions. Sustainability. 15(5):4200.

  • Huang Q, Azam S (2023). Modeling of weather induced volumetric changes in cracked expansive clays. Geotechnical and Geological Engineering. 41(2):861-879.

  • Paranthaman R, Azam S (2023). Parametric design and field behavior of earthen structures. Journal of Environmental Informatics Letters. ISEIS. 9(2):60-69.

  • Paranthaman R, Suchan J, Azam S (2023). Spatial variability during shrinkage testing of expansive clays. Geotechnics. 3(1):43-56.

  • Zare M, Azam S, Sauchyn D (2023). Simulation of climate change impacts on crop yield in the Saskatchewan grain belt using an improved SWAT model. Agriculture. 13:2102.

  • Zare M, Azam S, Sauchyn D, Basu S (2023) Assessment of meteorological and agricultural drought indices under climate change scenarios in the South Saskatchewan River Basin, Canada. Sustainability. 15(7):5907.

  • Akram I, Azam S (2022). Collapse and consolidation behavior of cohesionless soils. Bulletin of Engineering Geology and the Environment. IAEG. 81(11):458.

  • Akram I, Azam S (2022). Determination of saturated-unsaturated flow through silty sand. Geotechnical and Geological Engineering. 40(1):469-481.

  • Ito M, Azam S, Clifton W (2022). Suction-based model for predicting cyclic and transient volume changes in expansive clays using a material property function. Engineering Geology. 296(106491):1-18.

  • Kabir G, Azam S (2022). Assessment of infrastructure reliability in expansive clays using Bayesian belief network. CivilEng. 3(4):1126-1136.

  • Paranthaman R, Azam S (2022). Coupled hydraulic-thermal model for soils under extreme weather in cold regions. Journal of Environmental Informatics Letters. ISEIS. 7(2):90-102.

  • Paranthaman R, Azam S (2022). Effect of compaction on desiccation and consolidation behavior of clay tills. Innovative Infrastructure Solutions. 7:31.

  • Rehman A, Ahmed W, Azam S, Sajid M (2022). Characterization and thermal behaviour of marble from north-western Pakistan. Innovative Infrastructure Solutions.7:95.

  • Suchan J, Azam S (2022). Datasets for the determination of evaporative flux from distilled water and saturated brine using bench-scale atmospheric simulators. Data. 7(1):1.

  • Suchan J, Azam S (2022). Datasets for the determination of soil behavior during evaporation. Data. 7(12):174.

  • Suchan J, Azam S (2022). Influence of desaturation and shrinkage on evaporative flux from soils. Geotechnics. 2(2):412-426.

  • Suchan J, Azam S (2022). Influence of saline pore fluid on soil behavior during evaporation. Geotechnics. 2(3):754-764.

  • Zare M, Azam S, Sauchyn D (2022). A modified SWAT model to simulate soil water content and soil temperature in cold regions: A case study of the South Saskatchewan River Basin in Canada. Sustainability. 14(17):10804.

  • Zare M, Azam S, Sauchyn D (2022). Evaluation of soil water content using SWAT for southern Saskatchewan, Canada. Water. 14(2):249.

  • Zare M, Azam S, Sauchyn D (2022). Impact of climate change on soil water content in southern Saskatchewan, Canada. Water. 14(12):1920.

  • Ito M, Azam S (2021). Estimation of hydraulic properties of evaporitic rocks in southern Saskatchewan, Canada. Bulletin of Engineering Geology and the Environment. IAEG. 80: 8677–8691.

  • Paranthaman R, Azam S (2021). Effect of composition on engineering behavior of clay tills. Geosciences. 11(10):427.

  • Suchan J, Azam S (2021). Controlled Photogrammetry System for determination of volume and surface features in soils. MethodsX. 8(101368):1-9.

  • Suchan J, Azam S (2021). Determination of evaporative fluxes using a bench-scale atmosphere simulator. Water. 13(1):84.

  • Suchan J, Azam S (2021). Development of BAS2 for determination of evaporative fluxes. MethodsX. 8(101424):1-16.

  • Suchan J, Azam S (2021). Effect of salinity on evaporation from water surface in bench-scale testing. Water. 13(15):2067.

  • Huang Q, Azam S (2020). Evaluation of empirically predicted volumetric changes in cracked expansive clays. Innovative Infrastructure Solutions. 5:104.

  • Ito M, Azam S (2020). Relation between flow through and volumetric changes in natural expansive soils. Engineering Geology. 279(105885):1-5.

  • Akhter A, Azam S (2019). Flood-drought hazard assessment for a flat clayey deposit in the Canadian Prairies. Journal of Environmental Informatics Letters. ISEIS. 1(1):8-19.

  • Hafeez S, Ahmed W, Azam S, Khan S (2019). Evaluation of landslide hazards at Herth, Chitral, Pakistan. Innovative Infrastructure Solutions. 4:13.

  • Ito M, Azam S (2019). Feasibility of saline gradient solar ponds as thermal energy sources in Saskatchewan, Canada. Journal of Environmental Informatics Letters. ISEIS. 1(2):72-80

  • Ito M, Azam S (2018) Determination of water flow through clayey slurries using computed micro-tomography. Quarterly Journal of Engineering Geology & Hydrogeology. 51(1):49-62.

  • Ito M, Azam S (2018). Stochastic modeling of volume changes in expansive soils. Innovative Infrastructure Solutions. 3:45.

  • Khan FS, Azam S (2018). A framework for coupled consolidation-desiccation behaviour of clay slurries. International Journal of Mining Science & Technology. 28(2):275-280.

  • Ito M, Azam S (2017) Dewatering behaviour of a uranium ore slurry containing clays. Geotechnical & Geological Engineering. 35(6):2549-2569.

  • Khan FS, Azam S (2017). Determination of desiccation behaviour of clay slurries. International Journal of Mining Science & Technology. 27(6):981-988.

  • Owolagba J, Azam S (2017). Short-term dewatering of treated oil sand fine tailings. Environmental Systems Research. 6(3):1-3.

  • Bhuiyan I, Azam S, Khaled S, Landine P (2016). Geotechnical behavior of uranium mill tailings from northern Saskatchewan. International Journal of Mining Science & Technology. 26(3):369-375.

  • Chairawiwut W, McMartin DW, Azam S (2016). Salts removal from synthetic solution-potash brine by non-planted constructed wetlands. Water. 8(4):113.

  • Chowdhury R, Azam S (2016). Unsaturated shear strength properties of a compacted expansive soil from Regina, Canada. Innovative Infrastructure Solutions. 1(1):47.

  • Khan FS, Azam S (2016). Determination of consolidation behaviour of clay slurries. International Journal of Mining Science & Technology. 26(2):277-283.

  • Khan FS, Azam S (2016). Spatial variability in swelling of aggregated expansive clays. Innovative Infrastructure Solutions. 1(1):11.

  • Owolagba J, Azam S (2016). Response to Liu et al.: Rebuttal to ‘‘Effect of seasonal weather variations on the desiccation behavior of treated oil sand fine tailings’’ by Owolagba and Azam (Environ Earth Sci 2015, 74(2):1711–1717). Environmental Earth Sciences. 75(10):91.

  • Bhuiyan I, Azam S, Landine P (2015). Consolidation behaviour of a uranium tailings storage facility in Saskatchewan. Journal of Hazardous, Toxic, & Radioactive Waste. ASCE. 19(4):04015005.

  • Owolagba J, Azam S (2015). Effect of seasonal weather variations on the desiccation behavior of treated oil sand fine tailings. Environmental Earth Sciences. 74(2):1711-1717.

  • Owolagba J, Azam S (2015). Geotechnical properties of centrifuged oil sand fine tailings. Environmental Geotechnics. 2(5):309-316.

  • Rima US, Azam S (2015). Centrifuge dewatering of polymer-amended oil sand tailings. Environmental Geotechnics. 2(3):175-180.

  • Azam S (2014). Role of environmental geotechnics in mine tailings management. Environmental Geotechnics. 1(1):68-69.

  • Azam S, Khaled S, Kotzer T, Mittal HK (2014). Geotechnical performance of a uranium tailings containment facility at Key Lake, Saskatchewan. International Journal of Mining, Reclamation & Environment. 28(2):103-117.

  • Azam S, Khan F (2014). Geohydrological properties of selected badland sediments in Saskatchewan, Canada. Bulletin of Engineering Geology & the Environment. IAEG. 73(2):389-399.

  • Azam S, Rima US (2014). Oil sand tailings characterization for centrifuge dewatering. Environmental Geotechnics. 1(3):189-196.

  • Ito M, Azam S, Hu Y (2014). A two stage model for moisture-induced deformations in expansive soils. Environmental Systems Research. 3(19):1-11.

  • Khaled S, Azam S (2014). Depositional characteristics of uranium tailings from Saskatchewan, Canada. Environmental Earth Sciences. 72(11):4393–4400.

  • Khan FS, Azam S, Raghunandan ME, Clark R (2014). Compressive strength of compacted clay-sand mixes. Advances in Materials Science & Engineering. ID 921815:1-6.

  • Azam S, Chowdhury R (2013). Swell-shrink-consolidation behavior of compacted expansive clays. International Journal of Geotechnical Engineering. 7(4):424-430.

  • Azam S, Shah I, Raghunandan ME, Ito M (2013). Study on swelling properties of an expansive soil deposit in Saskatchewan, Canada. Bulletin of Engineering Geology & the Environment. IAEG. 72(1):25-35.

  • Ito M, Azam S (2013). Engineering properties of a vertisolic expansive soil deposit. Engineering Geology. 152(1):10-16.

  • Ito M, Azam S (2013). Large-strain consolidation modeling of mine waste tailings. Environmental Systems Research. 2(7):1-12.

  • Paul AC, Azam S (2013). Assessment of slurry consolidation using index properties. International Journal of Geotechnical Engineering. 7(1):55-62.

  • Azam S (2012). Effect of composition and morphology on self-weight settling of laterite ore slurries. Geotechnical & Geological Engineering. 30(1):107-118.

  • Azam S, Ito M (2012). Coupled soil-atmosphere modeling for expansive Regina clay. Journal of Environmental Informatics. ISEIS. 19(1):20-29.

  • Azam S (2011). Large strain settling behavior of polymer-amended laterite slurries. International Journal of Geomechanics. ASCE. 11(2):105-112.

  • Imumorin P, Azam S (2011). Effect of precipitation on geologic development of badlands in arid regions. Bulletin of Engineering Geology & the Environment. IAEG. 70(2):223-229.

  • Ito M, Azam S (2010). Determination of swelling and shrinkage properties of undisturbed expansive soils. Geotechnical & Geological Engineering. 28(4):413-422.

  • Azam S (2009). Discussion on “Assessments of swelling anisotropy of Ankara clay” by E. Avsar, R. Ulusay and H. Sonmez [Engineering Geology 105 (1-2) (2009) 24-31]. Engineering Geology. 108(3-4):304-305.

  • Azam S (2009). Statistical modeling of polymer-aided dewatering for tailings thickening. International Journal of Geotechnical Engineering. 3(4):475-483.

  • Azam S, Jeeravipoolvarn S, Scott JD (2009). Numerical modeling of tailings thickening for improved mine waste management. Journal of Environmental Informatics. ISEIS. 13(2):111-118.

  • Ito M, Azam S (2009). Engineering characteristics of a glacio-lacustrine clay deposit in a semi-arid climate. Bulletin of Engineering Geology & the Environment. IAEG. 68(4):551–557. 

  • Azam S (2008). Parametric modeling of polymer-assisted slurry sedimentation for nickel laterite mining. Journal of Environmental Informatics. ISEIS. 11(1):28-35.

  • Azam S (2008). Sustainable mining through innovation in waste disposal. Forum on Public Policy. Summer 2008 Edition:1-7.

  • Azam S (2008). Engineering behaviour of clay-bearing calcium sulphate in Dammam Dome, eastern Saudi Arabia. Bulletin of Engineering Geology & the Environment. IAEG. 67(4):521-528.

  • Azam S (2007). Discussion on "Aiban SA (2006) Compressibility and swelling characteristics of Al-Khobar palygorskite, eastern Saudi Arabia. Engineering Geology 87(3-4):205-219". Engineering Geology. 92(3-4):170-172.

  • Azam S (2007). Study on the geological and engineering aspects of anhydrite/gypsum transition in the Arabian Gulf coastal deposits. Bulletin of Engineering Geology & the Environment. IAEG. 66(2):177-185.

  • Azam S (2007). Study on the swelling behaviour of blended clay-sand soils. Geotechnical & Geological Engineering. 25(3):369-381.

  • Azam S, Wilson GW, Herasymuik G, Nichol C, Barbour LS (2007). Hydrogeological behaviour of an unsaturated waste rock pile: a case study at the Golden Sunlight Mine, Montana, USA. Bulletin of Engineering Geology & the Environment. IAEG. 66(3):259-268.

  • Azam S, Sadiq R (2006). Evaluation of slurry settling rate using fuzzy rule-based modeling. Acta Geotechnica. 1(3):149-156.

  • Azam S, Chalaturnyk R, Scott JD (2005). Geotechnical characterization and sedimentation behavior of laterite slurries. Geotechnical Testing Journal, ASTM. 28(6):523-533.

  • Azam S (2003). Influence of mineralogy on swelling and consolidation of soils in eastern Saudi Arabia. Canadian Geotechnical Journal. 40(5):964-975.

  • Azam S, Abduljauwad SN, Al-Amoudi OSB (2003). Volume change behavior of arid calcareous soils. Natural Hazards Review, ASCE. 4(2):90-94.

  • Azam S, Abduljauwad SN (2001). Closure to discussion by D. Hussain on Influence of gypsification on engineering behavior of expansive clay. Journal of Geotechnical & Geoenvironmental Engineering, ASCE. 127(7):632-633.

  • Azam S (2000). Collapse and compressibility behavior of arid calcareous soil formations. Bulletin of Engineering Geology & the Environment. IAEG. 59(3):211-217.

  • Azam S, Abduljauwad SN (2000). Influence of gypsification on engineering behavior of expansive clay. Journal of Geotechnical & Geoenvironmental Engineering, ASCE. 126(6):538-542.

  • Azam S, Abduljauwad SN, Al-shayea NA, Al-Amoudi OSB (2000). Effects of calcium sulfate on swelling potential of an expansive clay. Geotechnical Testing Journal, ASTM. 23(4):389-403.

  • Azam S, Abduljauwad SN, Al-Shayea NA, Al-Amoudi OSB (1998). Expansive characteristics of gypsiferous/anhydritic soil formations. Engineering Geology. 51(2):89-107.

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