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 | 61 | 2009 |
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 | 20 | 2010 |
The performance of laterally loaded single pile embedded in cohesionless soil with different water level elevation. MR Taha, JM Abbas, QSM Shafiqu, ZH Chik | 17 | 2009 |
Improvement an expansive soil using polymethacrylate polymer QSM Shafiqu, SH Hasan IOP Conference Series: Materials Science and Engineering 454 (1), 012138, 2018 | 10 | 2018 |
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 | 9 | 2021 |
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 | 8 | 2017 |
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 | 7 | 2019 |
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 | 7 | 2017 |
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 | 6 | 2018 |
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 | 6 | 2008 |
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 | 5 | 2009 |
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 | 5 | 2009 |
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 | 4 | 2018 |
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 | 3 | 2021 |
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 | 3 | 2018 |
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 | 2 | 2021 |
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 | 2 | 2021 |
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 | 2 | 2021 |