1. Kazmi, D., M. Serati, D.J. Williams and S.Q. Olaya, 2022. Kaolin clay reinforced with a granular column containing crushed waste glass or traditional construction sands. Int. J. Geomech., Vol. 22. .
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2. Kazmi, D., M. Serati, D.J. Williams, S. Qasim and Y.P. Cheng, 2021. The potential use of crushed waste glass as a sustainable alternative to natural and manufactured sand in geotechnical applications. J. Cleaner Prod., Vol. 284. 10.1016/j.jclepro.2020.124762.
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3. Kazmi, D., S. Qasim, I.S.H. Harahap and S. Baharom, 2017. Landslide of highland towers 1993: A case study of Malaysia. Innovative Infrastruct. Solutions, Vol. 2. 10.1007/s41062-017-0069-4.
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4. Kazmi, D., S. Qasim, I.S.H. Harahap and S. Baharom, 2017. A probabilistic study for the analysis of the risks of slope failure by applying HEART technique. Geotech. Geol. Eng., 35: 2991-3003.
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5. Kazmi, D., S. Qasim, I.S.H Harahap, S. Baharom, M. Mehmood, F.I. Siddiqui and M.Imran, 2017. Slope remediation techniques and overview of landslide risk management. Civil Eng. J., 3: 180-189.
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6. Qasim, S., I. Harahap, S. Baharom, D. Kazmi and S. Khan, 2016. An assessment of predominant errors posing vulnerability to Malaysian landslides. Int. J. Struct. Civil Eng. Res., 5: 296-299.
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7. Kazmi, D., S. Qasima, I.S.H. Harahapb, S. Baharom, M. Imran and S. Moin, 2016. A study on the contributing factors of major landslides in Malaysia. Civil Eng. J., 2: 669-678.
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8. Qasim, S., I.S.H. Harahap, S. Baharom and M. Imran, 2014. Human error causes in slope engineering practices. Appl. Mech. Mater., 567: 730-735.
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9. Talpur, M.A.H., M. Napiah, I.A. Chandio, T.A. Qureshi and S. Qasim, 2013. Evaluation of public sector health facilities within the context of deprived regions of developing world. Eur. J. Sci. Res., 106: 34-45.
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10. Qasim, S., I.S.H. Harahap and S.B.S. Osman, 2013. Causal factors of Malaysian landslides: A narrative study. Res. J. Appl. Sci. Eng. Technol., 5: 2303-2308.
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11. Qasim, S. and I. Harahap, 2012. Geotechnical uncertainties and reliability theory applications.
    Int. J. Eng. Res. Technol., Vol. 1. 10.17577/IJERTV1IS6207.
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