Cinque Terre

Falah Hassan Rahil

Civil Engineering Department

Assistant Professor.

40029 @uotechnology.edu.iq

Soil Improvement, Shallow and Deep Foundation Design

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Ph.D., Building and Construction Engineering, University of Technology, Iraq, 2009

M.Sc., Building and Construction Engineering, University of Technology, Iraq, 1992.

B.Sc., Building and Construction Engineering, University of Technology, Iraq, 1982.

Soil Improvement Techniques

soil dynamics, shallow and deep foundation design

Bearing capacity of batter piles embedded in sandy soil, Mohammed A. Al-Neami, Falah H. Rahil & Khaldoon S. Al-Bayati, International Journal of Geotechnical Engineering, 2016

Behavior of batter pile group models embedded in sandy soil under monotonic loading, Mohammed Abdulateef Al-Neami, Falah Rahil., and Khaldoon Satea, IOP Conference Series materials Science and Engineering, DOI: 10.1088/1757-899X/737/1/012088

Bearing Capacity of soft clay improved by heating through different spacing cased boreholes, Falah H. Rahil, Husam H. Baqir, and Hussain N. Alkabee, Kufa Journal of Engineering, Vol. 10, No. 1, January 2019.

Characteristics of artificial, gypsified and natural Gypseous soils under leaching condition, Wissam Majid Yaqoob, Falah. H. Rahil, and Mohammed Abdulateef Al-Neami, Engineering and Technology Journal, Vol. 37, Part A, No. 8, 2019, DOI: http://dx.doi.org/10.30684/etj.37.8A.2

Behavior of machine foundations resting on saturated sand granular fire rubber mixtures, F H. Rahil, and S. A. Abd-Almuniem, IOP Conf. Series. Materials Science and Engineering 433(2018) 012022 DOI: 10.1088/1757-899X/433/1/012022

Unsaturated soils

Soil mechanics

Advance soil lab

Soil improvement

Problematic soils

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