نظام السيرة الذاتية للتدريسيين في جامعة النهرين

السيرة الذاتية للتدريسيين في
جامعة النهرين

عربي | English

معلومات شخصية

الاسم الكامل: قاسيون سعدالدين محمدشفيق الجنسية: العراق الشهادة: دكتوراه اللقب العلمي: أستاذ التشكيل: كلية الهندسة القسم: قسم الهندسة المدنية اللغة الام: العربية البريد الالكتروني الرسمي: qassun.s.al-deen@nahrainuniv.edu.iq

روابط

https://scholar.google.com/citations?user=ol4tSqcAAAAJ&hl=ar

ABE-2735-2020

https://publons.com/researcher/4031588/prof-dr-qassun-mohammed-shafiqu/

https://orcid.org/0000-0002-0389-6872

https://www.linkedin.com/in/qassun-mohammed-shafiqu-19768b52/

المنشورات

Studying the Effect of Water Level for a River on the Shallow Foundation Near Riverbank
N Atia, A Ibraheem, Q Shafiqu, 2021
Modern Applications of Geotechnical Engineering and Construction, 205-215
Soils field compaction ratio estimation using field pocket penetrometer tool readings
A Yasun, Q Shafiqu, L Jabar, 2020
AIP Conference Proceedings, 2213, (1), 020012
A practical study of the geogrid-pile foundation system in loose sandy soil under the influence of Halabjah earthquake
A Ghanim, Q Shafiqu, A Ibraheem, 2020
AIP Conference Proceedings, 2213, (1), 020107
Properties of swelling soil improved using mixture of polyethylene with silica fume and cement kiln dust
D Al-Jeznawi, Q Shafiqu, R Sa’ur, 2020
AIP Conference Proceedings, 2213, (1), 020170
Behavior of pile embedded in different soil types under the effect of earthquake
R Sa’ur, Q Shafiqu, 2020
IOP Conference Series: Materials Science and Engineering, 737, (1), 012085
Effect of Earthquakes over Time on the Geogrid-Pile Foundation System in Loose Sand
A Ghanim, Q Shafiqu, A Ibraheem, 2020
IOP Conference Series: Materials Science and Engineering, 671, (1), 012074
Finite Element Analysis of the Geogrid-Pile Foundation System under Earthquake Loading
A Ghanim, Q Shafiqu, A Ibraheem, 2019
Al-Nahrain Journal for Engineering Sciences, 22, (3), 202-207
Enhancement of expansive soil properties using cement kiln dust mixed with lime
Q Shafiqu, R Abass, 2018
International Congress and Exhibition" Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology", 45-55
Mechanical parameters and bearing capacity of soils predicted from geophysical data of shear wave velocity
Q Shafiqu, E Güler, A Edinçliler, 2018
Int J Appl Eng Res, 13, (2), 1075-1094
Improvement an Expansive Soil using Polymethacrylate Polymer
Q Shafiqu, S Hasan, 2018
IOP Conference Series: Materials Science and Engineering, 454, (1), 012138
EFFECT OF ADDING POLYACRYLAMIDE POLYMER WITH LIME AND CEMENT KILN DUST ON THE PROPERTIES OF EXPANSIVE CLAYEY SOILS
Q Shafiqu, 2018
International Journal, 15, (51), 233-239
Finite Element Analysis of Raft Foundation on Various Soil Types under Earthquake Loading
Q Shafiqu, M Abdulrasool, 2018
International Journal of Architectural and Environmental Engineering, 12, (9), 799-809
Effect of deep supported excavation on the adjacent deep foundation
Q Shafiqu, A Al-Ameri, 2017
International Congress and Exhibition" Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology", 265-287
Expansive Clayey Soil Improvement Using Polyethylene High Density Polymer
S Hasan, Q Shafiqu, 2017
ARPN Journal of Engineering and Applied Sciences, 12, (24)
The Dynamic Effect of Pile Installation in Sand on Nearby Piles
T AlSheakayree, Q Shafiqu, A Ibraheem, 2017
Al-Nahrain Journal for Engineering Sciences, 20, (2), 477-485
Numerical Analysis of a Pile-Soil System under Earthquake Loading
Q Shafiqu, R Sa'ur, 2017
Al-Nahrain Journal for Engineering Sciences, 20, (2), 446-451
Analysis of Deep Supported Excavation in Elasto-Plastic Soil using Bounding Surface Model
M Hussein, Q Shafiqu, 2015
2nd International Conference on Building, Construction and Environmental Engineering - BCEE2,Beirut, Lebanon
Enhancement of Expansive Soil Properties Using Lime Silica-Fume Mixture
Q Shafiqu, A Ali, H Al-Hassany, 2015
International Journal of Scientific & Engineering Research (IJSER), 6, (10)
Analysis of Embankment Supported by Stone Columns Encased With Geosynthetic Material
M S., A A., 2015
International Journal of Civil Engineering and Technology (IJCIET), 6, (10), 97-107
Pressure System Gas / Water for Triaxial Test Apparatus
, 2013
, Central Organization for Standardization and Quality Control, Iraq, (local code:12, universal code:F24J3/00,G21B3/00, H01B12/06)
Assessment of time dependent influence on the lateral response of single pile subjected to lateral load end embedded into elasto-plastic soil
J Abbas, M Taha, Z Chik, Q Shafiqu, 2013
Baltic Piling, 149
Consolidation Behavior of Two-Pile Group System under Different Loading Condition Using the Bounding Surface Model
Q Shafiqu, M Ahmed, 2013
Eng.& Tech. Journal, 31, (19)
Time Dependent Influence On The Lateral Response Of Single Pile Subjected To Lateral Load
Z Chik, J Abbas, M Taha, Q Shafiqu, 2012
Malaysian Journal of Civil Engineering, 24, (2), 187-201
Time-dependent behavior of pile embedded in granite residual soil of Malaysia using the bounding surface model
T Shafiqu, Q S., A M., 2012
3rd International Technical Conference UKM-CAU-JPZ-TSSM-MUWAREC 2012 (ITC2012), Kuala Lumpur, Malaysia, 273-288
Time-Dependent Behavior of Pile Under Lateral Load using the Bounding Surface Model
a Shafiqu, Q S., 2012
ARPN Journal of Engineering and Applied Sciences, 7, (9)
TIME-DEPENDENT LATERAL RESPONSE OF PILES IN ELASTO-PLASTIC SOIL UNDER LATERAL LOADS
J ABBAS, Z CHIK, M TAHA, Q SHAFIQU, 2011
EACEF-International Conference of Civil Engineering, 1, 372-376
Time-Dependent Behavior of Excavation in Cohesive Soils using the Bounding Surface Model
Y Shafiqu, Q S., 2011
College of Engineering Journal (NUCEJ), Nahrain University, Baghdad, Iraq, 14, (1), 1-12
Time-dependent lateral response of pile embedded in elasto-plastic soil
J Abbas, Z Chik, M Taha, Q Shafiqu, 2010
Journal of Central South University of Technology, 17, (2), 372-380
Lateral behavior of single pile in cohesionless soil subjected to both vertical and horizontal loads
Z Chik, J Abbas, M Taha, Q Shafiqu, 2009
European Journal of Scientific Research, 29, (2), 194-205
The Performance of Laterally Loaded Single Pile Embedded in Cohesionless
M Taha, J Abbas, Q Shafiqu, Z Chik, 2009
Journal of Applied Sciences, 9, (5), 909-916
Analysis of time dependent laterally loaded pile in clay
J Abbas, Z Chik, M Taha, Q Shafiqu, 2009
Electronic Journal of Geotechnical Engineering, ejge, 14, 1-10
Time-dependent behavior of piles under combined loadings.
M Taha, Q Shafiqu, Z Chik, J Abbas, 2009
American Journal of Applied Sciences, 6, (3), 407-413
Three-Dimensional Finite Element Analysis of Excavation using the Bounding Surface Model
F Shafiqu, Q S., A Al-Omari, R R., a Michael, 2009
Proceedings of the 6th Engineering Conference/College of Engineering/University of Baghdad, Baghdad, Iraq, 305-318
Finite element analysis of tunnels using the elastoplastic–viscoplastic bounding surface model
Q Shafiqu, M Taha, Z Chik, 2008
J Eng Appl Sci, 3, (3), 36-42
Finite element analysis of consolidation problems in several types of cohesive soils using the bounding surface model
Q Shafiqu, 2008
ARPN Journal of Engineering and Applied Sciences, 3, (6), 82-88
CONSOLIDATION BEHAVIOR OF PILES UNDER PURE LATERAL LOADINGS
S QSM, 2008
ARPN Journal of Engineering and Applied Sciences, 3, (6), 51-57
Effect of Water Table Elevation on the Lateral Response of Pile Subjected to Lateral Load
J Abbas, M Taha, Z Chik, Q Shafiqu, 2008
International Technical Conference JKAS-JPZ-CAU 2008, Kuala Lumpur, Malaysia
Verification of Bounding Surface Parameters for Selected Soils
Q Shafiqu, M Taha, Z Chik, 2008
International Conference on Construction and Building Technology ICCBT 2008, Kuala Lumpur, Malaysia
Time-Dependent Behavior of Tunnels using the Elastoplastic-Viscoplastic Bounding Surface Model
Z Shafiqu, Q S., T R., a Chik, 2008
International Seminar on Civil & Infrastructure Engineering 2008, Universiti Technology Mara, Malaysia
TIME-DEPENDENT BEHAVIOR OF PILE UNDER LATERAL LOAD USING THE BOUNDING SURFACE MODEL
Q Shafiqu, M Al-Sammaraey, 2006
Finite Element Analysis of Excavations in Several Types of Cohesive Soils using the Bounding Surface Model
Q A., a Shafiqu, 2005
Proceedings of the International Conference GeocityNet, Lille, France
Finite Element Analysis of the Unsupported Excavations using the Elastoplastic Bounding Surface Model
Q A., a Shafiqu, 2004
International Conference on Geotechnical Engineering, Beirut, Lebanon, pp. 192-198
Effect of shape and slenderness ratio on the behaviour of laterally loaded piles
J Abbas, Q Shafiqu, M Taha
The first regional conference of Eng. Sc. NUCE spatial issue, 11, (2008), 19-27
International Journal of Architectural, Civil and Construction Sciences
Q Shafiqu, M Abdulrasool
Effect of deep supported excavation on the adjacent shallow foundation
Q Shafiqu, A Al-Ameri

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