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معلومات شخصية
الاسم الكامل: أ.د. قاسيون سعدالدين محمدشفيق
الجنس: ذكر سنة الميلاد: 1975 الجنسية: العراق الشهادة: دكتوراه اللقب العلمي: أستاذ التشكيل: كلية الهندسة
القسم: قسم الهندسة المدنية التخصص العام: هندسة مدنية التخصص الدقيق: هندسة جيوتكنيكية اللغة الام: العربية اللغات الاخرى: الانكليزية البريد الالكتروني الرسمي: qassun.s.al-deen@nahrainuniv.edu.iq البريد الالكتروني الشخصي: qassun@yahoo.com
روابط
المنشورات
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Evaluation of Tikrit Dune Sand Soil Enhanced with CKD
Z Altameemi, Q Shafiqu, A Al-Taie, 2023
E3S Web of Conferences, 427, (01008), 7 -
Predicting the performance of retaining structure under seismic loads by PLAXIS software
M Shafiqu, 2023
Journal of the Mechanical Behavior of Materials, 32, (1), 1-9 -
Review on Pile Foundation Performance under Lateral and Vertical Loads
K Shafiqu, 2023
AIP Conference Proceedings, 2787, (080011-1–080011-8), 1-8
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Analysis of Slope Stabilized with Piles Under Earthquake Excitation
D Güler, 2022
Transportation Infrastructure Geotechnology, -, (-), 1-20 -
Numerical analysis of a concrete foundation under a combination of a dynamic and a seismic load
A Shafiqu, 2022
Journal of Engineering , College of Engineering, University of Baghdad, 28, (2), 18-39 -
Dynamic Behavior of Machine Foundations on layered sandy soil under Seismic Loadings
A Shafiqu, 2022
Journal of Engineering , College of Engineering, University of Baghdad, 28, (8), 1-20 -
Review on Pile Foundation Performance under Lateral and Vertical Loads
K Shafiqu, 2022
2nd International Conference on Engineering and Advanced Technolog-Turkey -
Seismic Performance of Laterally Loaded Piles: A Review
K Shafiqu, 2022
Third International Conference on Geotechnical Engineering-Iraq -
Predicting the Performance of Retaining Structure under Seismic Loads by PLAXIS Software
M Shafiqu, 2022
Third International Conference on Geotechnical Engineering-Iraq -
Performance of Mechanically Stabilized Earth wall system with geogrid with and without backfill pressure
M Shafiqu, 2022
2nd International Conference for Engineering Sciences and Information Technology (ESIT 2022)
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Evaluating the Use of Polypropylene Polymer in Enhancing the Properties of Swelling Clayey Soil
D Al-Jeznawi, T Jasim, a Shafiqu, 2021
IOP Conf. Series: Earth and Environmental Science, 856, (1), 012015 -
Seismic effect on uplift bearing capacity of pile embedded in dry sand
H Hussein, Q Khaled, 2021
Journal of Physics: Conference Series, 1895, (1), 012019-1–012019-13 -
Improvement of strength characteristics for sandy soils by polypropylene fibers (PPF)
N Al-Saray, Q Shafiqu, M Ibrahim, 2021
Journal of Physics: Conference Series, 1895, (1), 012016-1-012016-7 -
Numerical analysis of a piled embankment under earthquake loading
A Mashallah, Q Muwayez, 2021
AIP Conference Proceedings, 2372, (1), 060004-1–060004-10 -
Effect of Seismic Loading on Variation of Pore Water Pressure During Pile Pull-Out Tests in Sandy Soils
A N., M Shafiqu, Q Khaled, Z M., 2021
Journal of Engineering , College of Engineering, University of Baghdad, 27, (12), 1-12 -
The Effect of Adding High-Density Polyethylene Polymer on the Engineering Characteristics for Sandy Soil
N Al-Saray, Q Shafiqu, M Ibrahim, 2021
Journal of Engineering , College of Engineering, University of Baghdad, 27, (9), 29-37
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Studying the Effect of Water Level for a River on the Shallow Foundation Near Riverbank
N Atia, A Ibraheem, Q Shafiqu, 2020
Modern Applications of Geotechnical Engineering and Construction, 112, 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
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Behavior of Geogrid-Pile Foundation System in Loose Sandy Soils under Halabjah Earthquake
A Ghanim, A Shafiqu, Q T., 2019
International Journal of GEOMATE, 17, (64), 267- 276 -
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
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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
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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
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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
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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)
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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)
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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
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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
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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
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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
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TIME-DEPENDENT BEHAVIOR OF PILE UNDER LATERAL LOAD USING THE BOUNDING SURFACE MODEL
Q Shafiqu, M Al-Sammaraey, 2006
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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
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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
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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
1315 الزيارات
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اخر تحديث لهذه الصفحة في: 2022-03-14 19:25:44
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تصميم وبرمجة د. رسول هشام السعدي - مركز الحاسبة الالكترونية
بريد الدعم الفني: cv@nahrainuniv.edu.iq
تصميم وبرمجة د. رسول هشام السعدي - مركز الحاسبة الالكترونية
بريد الدعم الفني: cv@nahrainuniv.edu.iq
عدد الزيارات: 550365
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