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Qassun S. Mohammed Shafiqu
Qassun S. Mohammed Shafiqu
Assist Prof. in Civil Engineering Department, Al-Nahrain University
在 eng.nahrainuniv.edu.iq 的电子邮件经过验证 - 首页
标题
引用次数
引用次数
年份
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
612009
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
202010
The performance of laterally loaded single pile embedded in cohesionless soil with different water level elevation.
MR Taha, JM Abbas, QSM Shafiqu, ZH Chik
172009
Improvement an expansive soil using polymethacrylate polymer
QSM Shafiqu, SH Hasan
IOP Conference Series: Materials Science and Engineering 454 (1), 012138, 2018
102018
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
92021
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
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
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
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
62008
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
52009
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
Effect of Seismic Loading on Variation of Pore Water Pressure During Pile Pull-Out Tests in Sandy Soils
HNA Hussein, QSM Shafiqu, ZSM Khaled
Journal of Engineering 27 (12), 1-12, 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
Analysis of Embankment Supported by Stone Columns Encased With Geosynthetic Material
MS Q. S., AA F. A.
International Journal of Civil Engineering and Technology (IJCIET) 6 (10 …, 2015
3*2015
Numerical analysis of a piled embankment under earthquake loading
AA Mashallah, QSM Shafiqu, AF Muwayez
AIP Conference Proceedings 2372 (1), 2021
22021
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
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
22021
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