Dr. Andrew Cudzo Amenuvor

Lecturer


Research Areas/Interests

Soil mechanics Expansive soils Slope stability analysis Soil characterization Soil settlement...~more

My full CV

Publications

    Amenuvor, A. C., Li, G., Wu, J., Hou, Y., & Chen, W. (2020). An image-based method for quick measurement of the soil shrinkage characteristics curve of soil slurry. Geoderma, 363, 114165. doi:10.1016/j.geoderma.2019.114165

     

     

    Li, G., Amenuvor, A. C., Hou, Y., Lu, X., Wu, J., & Nguyen, T. N. (2019). Effect of Open-Ended PHC Pile Installation during Embankment Widening on the Surrounding Soil. Journal of Geotechnical and Geoenvironmental Engineering, 145(2), 05018006. doi:10.1061/(asce)gt.1943-5606.0002016.

    Amenuvor, A. C., Li, G-W., Hou, Y-Z., Chen, W. (2018). Shrinkage cracking in physical model of undisturbed expansive clay slope subjected to wet-dry cycles. In C. W. W Ng, A. K. Leung, A. C. F. Chiu, & C. Zhou (Eds.). Proceedings of The 7th International Conference on unsaturated soils: Unsaturated soils Vol. 1 pp. 471- 476.

    Lu, X., Li, G., Pei, H., Su, G., Wu, J., & Amenuvor, A. C. (2017). Experimental Investigations on Load Transfer of PHC Piles in Highway Foundation Using FBG Sensing Technology. International Journal of Geomechanics, 17(6), 04016123. doi:10.1061/(asce)gm.1943-5622.0000797.

    Sun, G., Kong, G., Liu, H., & Amenuvor, A. C. (2017). Vibration velocity of X-section cast-in place concrete (XCC) pile–raft foundation model for a ballastless track. Canadian Geotechnical Journal, 54(9), 1340–1345. doi:10.1139/cgj-2015-0623

    Li, G., Amenuvor, A. C., Lu, X., Wu, J., & Nguyen, T. N. (2016). Ground Disturbance Due to Static Pressure Driving of Opened-Ended PHC Piles. Proceedings of the International Conference on Deep Foundations, Seepage Control and Remediation (41st Annual), 2016, New York, NY, (DFI)

    Li, G-W., Nguyen, T. N., & Amenuvor, A. C. (2014). Settlement Prediction of Surcharge Preloaded Low Embankment on Soft Ground Subjected to Cyclic Loading. Marine Georesources & Geotechnology, 34(2), 154–161. doi:10.1080/1064119x.2014.985860.


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