نظام السيرة الذاتية للتدريسيين في جامعة النهرين

السيرة الذاتية للتدريسيين في
جامعة النهرين

عربي | English

معلومات شخصية

الاسم الكامل: م. دعاء عبد الرزاق فالح الجيزناوي الجنس: انثى سنة الميلاد: 1988 الجنسية: العراق الشهادة: ماجستير اللقب العلمي: مدرس التشكيل: كلية الهندسة القسم: قسم الهندسة المدنية التخصص العام: هندسة مدنية التخصص الدقيق: هندسة جيوتقنية المنصب: تدريسية اللغة الام: العربية اللغات الاخرى: الانكليزية البريد الالكتروني الرسمي: duaa.a.al-jeznawi@nahrainuniv.edu.iq البريد الالكتروني الشخصي: duaaaljeznawi@gmail.com

التحصيل الاكاديمي

M.SC. in Geotechnical Engineering, Texas A&M university
B.SC. in Civil Engineering, Al-Nahrain University

خبرات التدريس

Foundation Engineering
Soil Mechanics

روابط

https://scholar.google.com/citations?hl=en&user=cNiNLnoAAAAJ&view_op=list_works&sortby=pubdate

https://www.scopus.com/authid/detail.uri?authorId=57209807261

https://publons.com/researcher/1695853/duaa-al-jeznawi/

https://www.researchgate.net/profile/Duaa-Al-Jeznawi

https://publons.com/researcher/1695853/duaa-al-jeznawi/

https://orcid.org/0000-0002-6134-4638

https://www.linkedin.com/in/duaa-al-jeznawi-6b9a56141/?trk=public-profile-join-page

المنشورات

Harnessing Metaheuristics and Probabilistic Machine Learning for Uncertainty-Aware Bearing Capacity Estimation of Shallow Foundations
L Sadik, P Samui, S Keawsawasvong, D Al-Jeznawi, R Samui, 2025
Transportation Infrastructure Geotechnology, 12, (1), 1-31

An Explicit Model for Soil Resilient Modulus Incorporating Freezing–Thawing Cycles Through Offspring Selection Genetic Algorithm (OSGA)
L Sadik, D Al-Jeznawi, S Alzabeebee, M Al-Janabi, S Keawsawasvong, 2024
Transportation Infrastructure Geotechnology
Design Charts and Equations of the Frictional Resistance of Single Pipe Pile Under Static and Seismic Loads
D Al-Jeznawi, I Jais, B Albusoda, S Alzabeebee, S Keawsawasvong, a Khalid, 2024
International Journal of Computational Materials Science and Engineering
Novel Explicit Models for Assessing the Frictional Resistance of Pipe Piles Subjected to Seismic Effects
D Al-Jeznawi, L Sadik, S Alzabeebee, M Al-Janabi, S Keawsawasvong, 2024
Journal of Safety Science and Resilience
Modeling Techniques, Seismic Performance, and the Application of Rocking Shallow Foundations: A Review
M Al-Janabi, D Al-Jeznawi, L Bernardo, 2024
CivilEng
Data-Driven Prediction of Maximum Settlement in Pipe Piles under Seismic Loads
S Rasheed, D Al-Jeznawi, M Al-Janabi, L Bernardo, 2024
Journal of Marine Science and Engineering, 12, (2), 274
Exploring Shear Wave Velocity—NSPT Correlations for Geotechnical Site Characterization: A Review
H Abbas, D Al-Jeznawi, M Al-Janabi, L Bernardo, M Jacinto, 2024
CivilEng, 5, (1), 119-135
Prediction of Seismic-Induced Bending Moment and Lateral Displacement in Closed and Open-Ended Pipe Piles: A Genetic Programming Approach
L Sadik, D Al-Jeznawi, S Alzabeebee, M Al-Janabi, S Keawsawasvong, 2024
Artificial Intelligence in Geosciences, 100076
Seismic response assessment of tapered piles in sandy soils: A numerical investigation
M Al-Janabi, D Al-Jeznawi, L Bernardo, L Sadik, J Andrade, 2024
Results in Engineering, 24, 102975
Seismic Performance Evaluation of Pipelines Buried in Sandy Soils Reinforced with FRP Micropiles: A Numerical Study
D Al-Jeznawi, M Al-Janabi, Q Shafiqu, T Jasim, E Güler, L Bernardo, J Andrade, 2024
Buildings, 14, (10), 3044
Geotechnical and Geophysical Assessment of the Soil Layers of the Missan Combined-Cycle Power Plant Project
R Sa’ur, D Al-Jeznawi, S Alzabeebee, L Bernardo, S Keawsawasvong, 2024
CivilEng, 5, (3), 717-735
Response of Group Piles Subjected to Coupled Vertical-Eccentric Lateral-Seismic Loads
D Al-Jeznawi, M Al-Janabi, B Albusoda, J Hajjat, L Sadik, L Bernardo, J Andrade, 2024
Results in Engineering, 23

Numerical Assessment of Pipe Pile Response under Seismic Excitation
D Al-Jeznawi, I Jais, B Albusoda, a Khalid, 2023
Al-Nahrain Journal for Engineering Sciences, 26, (2), 96-101
Three-Dimensional Finite Element Analysis of the Effect of Soil Liquefaction on the Seismic Response of a Single Pile
D Al-Jeznawi, I Jais, B Albusoda, S Alzabeebee, S Keawsawasvong, a Forcellini, 2023
International Journal of Computational Materials Science and Engineering
Seismic Performance Assessment of Single Pipe Piles using Three-Dimensional Finite Element Modeling Considering Different Parameters
D Al-Jeznawi, J Khatti, M Al-Janabi, K Grover, I Jais, B Albusoda, N Khalid, 2023
Earthquakes and Structures, 24, (6), 455-475
Response of Pipe Piles Embedded in Sandy Soils Under Seismic Loads
D Al-Jeznawi, I Jais, B Albusoda, S Alzabeebee, M Al-Janabi, S Keawsawasvong, 2023
Transportation Infrastructure Geotechnology, 1-27
Investigation of the Scale Effect on the Static and Seismic Response of an Opened Ended Pipe Pile
D Al-Jeznawi, I Jais, B Albusoda, S Alzabeebee, M Al-Janabi, S Keawsawasvong, 2023
Transportation Infrastructure Geotechnology, 1-30
Developing Vs-NSPT Prediction Models Using Bayesian Framework
D Al-Jeznawi, L Sadik, M Al-Janabi, S Alzabeebee, J Hajjat, S Keawsawasvong, 2023
Transportation Infrastructure Geotechnology, 1-22
Numerical Study of the Seismic Response of Closed‑Ended Pipe Pile in Cohesionless Soils
D Al-Jeznawi, I Jais, B Albusoda, S Alzabeebee, S Keawsawasvong, N Khalid, 2023
Transportation Infrastructure Geotechnology
Developing Vs-NSPT Prediction Models Using Bayesian Framework
D Al-Jeznawi, L Sadik, M Al-Janabi, S Alzabeebee, J Hajjat, S Keawsawasvong, 2023
Transportation Infrastructure Geotechnology, 1-22
Numerical assessment of pipe pile axial response under seismic excitation
D Al-Jeznawi, I Jais, B Albusoda, N Khalid, 2023
Journal of Engineering, 29, (10), 1-11
Random Forest Algorithm for the Strength Prediction of Geopolymer Stabilized Clayey Soil
H Zeini, D Al-Jeznawi, H Imran, L Bernardo, Z Al-Khafaji, K Ostrowski, 2023
Sustainability, 15, (2), 1408
Scaling Effects on the Seismic Response of a Closed End Pipe Pile Embedded in Dry and Saturated Coarse Grain Soils
D Al-Jeznawi, I Jais, M Al-Janabi, S Alzabeebee, B Albusoda, S Keawsawasvong, 2023
International Journal of Computational Materials Science and Engineering
Assessment of Soil–Structure Interaction Approaches in Mechanically Stabilized Earth Retaining Walls: A Review
I H, A D, A MAQ, B LFA., 2023
CivilEng, 4, (3), 982-999

Analysis of Slope Stabilized with Piles Under Earthquake Excitation
D Al-Jeznawi, S Alzabeebee, Q Shafiqu, E Güler, 2022
Transportation Infrastructure Geotechnology
A Soil-Pile Response under Coupled Static-Dynamic Loadings in Terms of Kinematic Interaction
D Al-Jeznawi, I Jais, B Albusoda, 2022
Civil and Environmental Engineering, 8, (1)
The effect of model scale, acceleration history, and soil condition on closed-ended pipe pile response under coupled static-dynamic loads
D Al-Jeznawi, I Jais, B Albusoda, K Norazlan, 2022
International Journal of Applied Science and Engineering, 19, (1)
Numerical modeling of single closed and open-ended pipe pile embedded in dry soil layers under coupled static and dynamic loadings
D Al-Jeznawi, I Jais, B Albusoda, K Norazlan, 2022
Journal of the Mechanical Behavior of Materials, 31, (1), 587-594
The slenderness ratio effect on the response of closed-end pipe piles in liquefied and non-liquefied soil layers under coupled static-seismic loading
D Al-Jeznawi, I Jais, B Albusoda, K Norazlan, 2022
Journal of the Mechanical Behavior of Materials, 31, (1), 83-89

Using Image Analysis Technique to Study the Effect of Boundary and Environment Conditions on Soil Cracking Mechanism
D Abbas, J Al-Taie, 2021
Geotechnical and Geological Engineering, 39, pages25–36
The Behavior of Strip Footing Resting on Soil Strengthened with Geogrid
D Al-Jeznawi, A Al-Azzawi, 2021
Civil and Environmental Engineering, 17, (2), 597-609
Evaluating the Use of Polypropylene Polymer in Enhancing the Properties of Swelling Clayey Soil
D Al-Jeznawi, T Jasim, Q Shafiqu, 2021
IOP Conference Series: Earth and Environmental Science, 856, (1), 012015
Engineering Characterization of Quaternary Sandy Soil in the Mesopotamia Plain
A Abbas, A Duaa, F Noora, 2021
International Review of Civil Engineering (IRECE), 12, (1), 40-48

Analysis of soil drying incorporating a constitutive model for curling
M Maedo, M Sánchez, D Aljeznawi, O Manzoli, L Guimarães, P Cleto, 2020
Acta Geotechnica, 15, (9), 2619-2635
Predicting Earned Value Indexes in Residential Complexes’ Construction Projects Using Artificial Neural Network Model
I Aidan, D Al-Jeznawi, F Al-Zwainy, 2020
International Journal of Intelligent Engineering and Systems, 13, (4)
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
IConMEAS 2019, 2213, (1), 020170
Effects of Drying and Soil-Base Interface on the Behavior of an Expansive Soil Mixture
J Hajjat, D Al-Jeznawi, M Sánchez, G Avila, 2020
Geotechnical and Geological Engineering, 38, 4637–4649
Effect of Wetting-Drying Cycles on Desiccation Crack Pattern and Soil Behavior
D Al-jeznawi, M Sanchez, A Al-Taie, 2020
Key Engineering Materials, 857, 188–194

Experimental studies on curling development of artificial soils
D DuaaAl-Jeznawi, M MarceloSanchez, A J.Al-Taie, M MarcinZielinski, 2019
Journal of Rock Mechanics and Geotechnical Engineering, 11, (6), 1264-1273

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