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Dr Adnan Anwar Malik

Lecturer (Civil Engineering)

College of Engineering, Science and Environment / School of Engineering

Biography

Adnan holds a Doctor of Philosophy and Master of Engineering degrees in Environmental Science and Civil Engineering from Saitama University Japan. Before starting his academic career in 2018, he worked for over five years as a professional geotechnical engineer with international consultants and contractors. His research focused on deep foundations and deep excavation support systems. More specifically, his research interest lies in the performance enhancement of eco-friendly piling techniques in a variety of difficult subsurface conditions.

Qualifications

Specialisation

Research Areas

Awards

Publications

Journal Articles
YearCitation
2024Ahmed, I., Shah, S.K.H., Ahmad, T., Ali, U., Malik, A.A., and Ahmad, N. (2024) Coupled influence of compaction and moisture on unsaturated soil response in triaxial tests, Geotechnical and Geological Engineering, https://doi.org/10.1007/s10706-024-02807-3
2024Ahmed, A., Shah, S.K.H., Ahmad, N., Ali, U., Malik, A.A., and Iqbal, M.J. (2024) Feasibility of utilising recycled concrete aggregate blended with waste tyre rubber and drywall waste as pavement subbase material, Journal of Material Cycles and Waste Management, https://doi.org/10.1007/s10163-024-01967-x
2022Ho, M.H., Malik, A.A., Kuwano, J., Brasile, S., Tran, T.V. and Mazhar, M.A. (2022) Experimental and numerical study on pressure distribution under screw and straight pile in dense sand. International Journal of Geomechanics (ASCE)22(9), 04022139-1-13. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002520
2021Rashid, H.M.A., Ghazzali, M., Waqas, U., Malik, A.A. and Abubakar, M.Z. (2021) Artificial intelligence-based modeling for the estimation of Q-factor and elastic Young’s modulus of sandstones deteriorated by a wetting-drying cyclic process. Archives of Mining Sciences66(4), 635-658. https://doi.org/10.24425/ams.2021.138944
2021Ho, H.M., Malik, A.A., Kuwano, J. and Rashid, H.M.A. (2021) Influence of helix bending deflection on the load transfer mechanism of screw piles in sand: Experimental and numerical investigations. Soils and Foundations, 61(3), 874-885. https://doi.org/10.1016/j.sandf.2021.04.001
2020Saleem, M.A., Malik, A.A. and Kuwano, J. (2020) End shape and rotation effect on steel pipe pile installation effort and bearing resistance, Geomechanics and Engineering23(6), 523-533. https://doi.org/10.12989/gae.2020.23.6.523
2020Malik, A.A. and Kuwano, J. (2020) Single helix screw pile behavior under compressive loading/unloading cycles in dense sand. Geotechnical and Geological Engineering, 38, 5565-5575. https://doi.org/10.1007/s10706-020-01385-4
2019Malik, A.A., Kuwano, J., Tachibana, S. and Maejima, T. (2019) Effect of helix bending deflection on load settlement behaviour of screw pile. Acta Geotechnica14, 1527-1543. https://doi.org/10.1007/s11440-019-00778-x
2019Malik, A.A., Dora, G., Derar, R. and Naeem, M. (2019) Diaphragm wall supported by ground anchors and inclined struts: A case study. International Journal of GEOMATE, 16, 150-156. https://doi.org/10.21660/2019.57.8170
2017Malik, A.A., Kuwano, J., Tachibana, S. and Maejima, T. (2017) End bearing capacity comparison of screw pile with straight pipe pile under similar ground conditions. Acta Geotechnica12, 415-428. https://doi.org/10.1007/s11440-016-0482-4
2016Malik, A.A., Kuwano, J., Tachibana, S. and Maejima, T. (2016) Interpretation of screw pile load test data using extrapolation method in dense sand. International Journal of GEOMATE10, 1567-1574. https://doi.org/10.21660/2016.19.29262
2013Khan, F.S. and Malik, A.A. (2013) Probability and sensitivity analysis of the slope stability of Naulong Dam. Pakistan Journal of Engineering and Applied Sciences13, 54-64. https://journal.uet.edu.pk/ojs_old/index.php/pjeas/article/view/118
Book Series (Springer)
YearCitation
2024Malik, A.A., Ahmed, S.I., Kuwano, J., Maejima, T. (2024) Effect of Change in Penetration to Rotation Rate on Screw Pile Performance in Loose Sand. In: Hazarika, H., Haigh, S.K., Chaudhary, B., Murai, M., Manandhar, S. (eds) Climate Change Adaptation from Geotechnical Perspectives. CREST 2023 2023. Lecture Notes in Civil Engineering, vol 447. Springer, Singapore. https://doi.org/10.1007/978-981-99-9215-7_3
2021Malik, A.A., Ndoye, Y. and Kuwano, J. (2021) Tip shape effect on screw pile installation and ultimate resistance. In: Hazarika H, Madabhushi GSP, Tasuhara K, Bergado DT (eds) Advances in Sustainable Construction and Resource Management, Lecture Notes in Civil Engineering144, Springer, Singapore. https://doi.org/10.1007/978-981-16-0077-7_53
2021Ahmed I., Kuwano, J., Malik, A.A. and Shrestha, D.R. (2021) Behavior of unsaturated silty soil due to change in water content and suction. In: Hazarika H, Madabhushi GSP, Tasuhara K, Bergado DT (eds) Advances in Sustainable Construction and Resource Management, Lecture Notes in Civil Engineering144, Springer, Singapore. https://doi.org/10.1007/978-981-16-0077-7_35
Conference Articles (Peer-reviewed)
YearCitation
2023Malik, A.A., Ahmed, S.I., Kuwano, J., Maejima, T. (2023) Effect of change in penetration to rotation rate on screw pile performance in loose sand. In Proceedings of the 2nd International Conference on Construction Resources for Environmentally Sustainable Technologies, November 20-22 Fukuoka, Japan.
2022Shahzad, F., Malik, A.A., Kuwano, J. and Maejima, T. (2022) Performance of open and close-end screw piles in bearing layer. In Proceedings of the 47th Annual Conference on Deep Foundatins, Deep Foundation Institute, National Harbor, Maryland, USA.
2021Saleem, M.A., Takeuchi, K., Hirayama, N., Malik, A.A., and Kuwano J (2021) Performance comparison of close-ended pressed-in steel pipe piles with helical pile in dense sand: An experimental study. In Proceedings of the Second International Conference on Press-in Engineering, Kochi, Japan, Taylor & Francis Group, London. ISBN 978-1-032-10414-0
2021Saleem, M.A., Malik, A.A. and Kuwano, J. (2021) Model study of screw pile installation impact on ground disturbance and vertical bearing behaviour in dense sand. In Proceedings of 18th Nordic Geotechnical Meeting, ISSMGE, Helsinki, Finland. https://doi.org/10.1088/1755-1315/710/1/012056
2016Malik, A.A., Kuwano, J., Tachibana, S. and Maejima, T. (2016) Screw and straight pile behavior under cyclic compressive loading dense sand. In Proceedings of 41th Annual Conference on Deep Foundations, Deep Foundation Institute, New York, USA
2015Malik, A.A., Kuwano, J. and Maejima, T. (2015) Helix deflection effect on load settlement behavior of pile with increasing stress level. In Proceedings of 40th Annual Conference on Deep Foundations, Deep Foundation Institute, Oakland, USA
2014Malik, A.A., Kuwano, J. and Maejima, T. (2014) Modification of best-fit interpretation method for ultimate capacity of screw pile. In Proceedings of International Conference on Piling and Deep Foundations, Deep Foundation Institute & EFFC, Stockholm, Sweden
2013Malik, A.A., Kuwano, J. and Maejima, T. (2013) The effect of helix/wing plate deformation on end bearing resistance of screw piles. In Proceedings of 38th Annual Conference on Deep Foundations, Deep Foundation Institute, Phoenix, USA, pp. 505-510
2012Malik, A.A., Maejima, T. and Kuwano, J. (2012) A comparison of steel screw and straight piles under compressive load. IS – Kanazawa 2012, Japan, pp. 817-822