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Qassun S. Mohammed Shafiqu
Qassun S. Mohammed Shafiqu
Assist Prof. in Civil Engineering Department, Al-Nahrain University
Verified email at eng.nahrainuniv.edu.iq - Homepage
Title
Cited by
Cited by
Year
Lateral behavior of single pile in cohesionless soil subjected to both vertical and horizontal loads
ZH Chik, JM Abbas, MR Taha, QSM Shafiqu
European Journal of Scientific Research 29 (2), 194-205, 2009
632009
Time-dependent lateral response of pile embedded in elasto-plastic soil
JM Abbas, ZH Chik, MR Taha, QSM Shafiqu
Journal of Central South University of Technology 17, 372-380, 2010
222010
The performance of laterally loaded single pile embedded in cohesionless soil with different water level elevation.
MR Taha, JM Abbas, QSM Shafiqu, ZH Chik
Journal of Applied Sciences 9 (5), 909-916, 2009
182009
Improvement an expansive soil using polymethacrylate polymer
QSM Shafiqu, SH Hasan
IOP Conference Series: Materials Science and Engineering 454 (1), 012138, 2018
102018
Expansive Clayey Soil Improvement Using Polyethylene High Density Polymer
SH Hasan, QS Shafiqu
ARPN Journal of Engineering and Applied Sciences 12 (24), 7224-7232, 2017
82017
Improvement of strength characteristics for sandy soils by polypropylene fibers (PPF)
NA Al-Saray, QS Shafiqu, MA Ibrahim
Journal of Physics: Conference Series 1895 (1), 012016, 2021
72021
Finite element analysis of the geogrid-pile foundation system under earthquake loading
AA Al Ghanim, QSM Shafiqu, AT Ibraheem
Al-Nahrain Journal for Engineering Sciences 22 (3), 202-207, 2019
72019
Numerical analysis of a pile-soil system under earthquake loading
QSM Shafiqu, RHM Sa'ur
Al-Nahrain Journal for Engineering Sciences 20 (2), 446-451, 2017
72017
Finite element analysis of tunnels using the elastoplastic–viscoplastic bounding surface model
QSM Shafiqu, MR Taha, ZH Chik
J. Eng. Appl. Sci 3 (3), 36-42, 2008
72008
Mechanical parameters and bearing capacity of soils predicted from geophysical data of shear wave velocity
QSM Shafiqu, E Güler, A Edinçliler
Int J Appl Eng Res 13 (2), 1075-1094, 2018
62018
Time-dependent behavior of piles under combined loadings.
MR Taha, QSM Shafiqu, ZH Chik, JM Abbas
American Journal of Applied Sciences 6 (3), 407-413, 2009
62009
Analysis of time dependent laterally loaded pile in clay
JM Abbas, ZH Chik, MR Taha, QSM Shafiqu
Electronic Journal of Geotechnical Engineering, ejge 14, 1-10, 2009
52009
Effect of shape and slenderness ratio on the behaviour of laterally loaded piles
JM Abbas, QSM Shafiqu, MR Taha
The first regional conference of Eng. Sc. NUCE spatial issue 11 (2008), 19-27, 0
5*
Effect of adding polyacrylamide polymer with lime and cement kiln dust on the properties of expansive clayey soils
QSM Shafiqu
GEOMATE Journal 15 (51), 233-239, 2018
42018
Seismic effect on uplift bearing capacity of pile embedded in dry sand
HNA Hussein, QSM Shafiqu, ZSM Khaled
Journal of Physics: Conference Series 1895 (1), 012019, 2021
32021
Effect of deep supported excavation on the adjacent deep foundation
QSM Shafiqu, AAS Al-Ameri
Advances in Analysis and Design of Deep Foundations: Proceedings of the 1st …, 2018
32018
Evaluating the Use of Polypropylene Polymer in Enhancing the Properties of Swelling Clayey Soil
D Al-Jeznawi, TN Jasim, QSM Shafiqu
IOP Conference Series: Earth and Environmental Science 856 (1), 012015, 2021
22021
Properties of swelling soil improved using mixture of polyethylene with silica fume and cement kiln dust
D Al-Jeznawi, QSM Shafiqu, RH Sa’ur
AIP Conference Proceedings 2213 (1), 2020
22020
Behavior of geogrid-pile foundation system in loose sandy soils under Halabjah earthquake
AAAS Al Ghanim, QSM Shafiqu, AT Ibraheem
GEOMATE Journal 17 (64), 26-31, 2019
22019
Enhancement of expansive soil properties using cement kiln dust mixed with lime
QS Mohammed Shafiqu, RI Abass
Recent Advancements on Expansive Soils: Proceedings of the 2nd GeoMEast …, 2019
22019
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