المجال البحثي

هندسة الانابيب المدفونة و مسائل التداخل بين التربة و المنشأت و هندسة السكك الحديدية و اسس المكائن و التأثيرات الزلزالية على المنشأت و الأنابيب و تقييم المعادلات التجريبية و تطبيقات الذكاء الاصطناعي في الهندسة المدنية.

النشر العلمي (أخر تحديث بتاريخ 12/12/2025)

• Hussein, T.S., Al-Obaidi, S., Alzabeebee, S. and Jabbar, Z.H., 2026. A comprehensive structural analysis of the influence of foundation type on seismic fragility of concrete gravity dams. Structures, 83, 110892. https://doi.org/10.1016/j.istruc.2025.110892

• Merie, H.D., Humur, G.H., Abdulhaleem, K.N., Qader, D.N. and Alzabeebee, S., 2025. Fresh and strength properties of self-compacting concrete with different waste materials of cement replacement. JES. Journal of Engineering Sciences, https://doi.org/10.21608/jesaun.2025.433468.1787

• Alzabeebee, S., et al., 2025. Parametric FEM Analysis and Data-Driven Modeling for Predicting Nc* of Bored Piles in Undrained Soils. Transportation Infrastructure Geotechnology, 12, 279. https://doi.org/10.1007/s40515-025-00724-3

• Qader, D.N., Alzabeebee, S., Kandiri, A. et al., 2026. Performance analysis of concrete-filled aluminum tubes confined with aramid fiber sheets under axial loading: a combined numerical and machine learning approach. Multiscale and Multidisciplinary Modeling, Experiments and Design, 9, 10. https://doi.org/10.1007/s41939-025-01082-w

• Alzabeebee, S. and Hussein, T.S., 2025. Multi-scale Models to Estimate Shaft Resistance and Lateral Displacement of Tapered Pile Considering Seismic Effect. Transportation Infrastructure Geotechnology, 12(7), 256. https://doi.org/10.1007/s40515-025-00714-5

• Alzabeebee, S., Alshami, A.W., Keawsawasvong, S., Ismael, B. and Al-Hamd, R.K.S., 2025. Revisiting the undrained bearing capacity factor Nc of rough strip footing. Journal of Umm Al-Qura University for Engineering and Architecture, https://doi.org/10.1007/s43995-025-00184-3

• Alzabeebee, S., Ismael, B., Khaled, T.T., Keawsawasvong, S., Alshami, A.W. and Al-Hamd, R.K.S., 2025. Response and Bedding Factors of Concrete Pipe Installed Using the Induced Trench Method Utilizing Tire-Derived Aggregate as a Compressible Fill Layer. Transportation Infrastructure Geotechnology, 12(6), 174. https://doi.org/10.1007/s40515-025-00632-6

• Alzabeebee, S., 2025. Finite Element Analysis of The Undrained Bearing Capacity Factor Nc of Strip Footing, Proceedings of the  5th International Conference on Architectural and Civil Engineering Sciences (CIC-ICACE'25), Cihan University - Erbil, PP. 110-113. https://doi.org/10.24086/icace2025/paper.1724

• Thorat, N., Chavda, J.T., Alzabeebee, S. and Shukla, S.J., 2025. Experimental and numerical investigation on heave evaluation for expansive soil treated with lime. Proceedings of the Institution of Civil Engineers-Ground Improvement, https://doi.org/10.1680/jgrim.24.00013

• Ismael, B.H., Alzabeebee, S., Keawsawasvong, S. and Alshami, A.W., 2025. Evolutionary computing of the California Bearing Ratio of expansive soil mixed with waste materials and cement. International Journal of Computational Materials Science and Engineering, https://doi.org/10.1142/S2047684125500083

• Alzabeebee, S., Ismael, B., Keawsawasvong, S. and Alshami, A.W., 2025. Evolutionary Polynomial Regression Model to Predict Effective Angle of Internal Friction of Fine-Grained Soils. Transportation Infrastructure Geotechnology, 12(2), 97. https://doi.org/10.1007/s40515-025-00557-0

• Hussein, T.S., Ab Kadir, M.A., Alzabeebee, S., Keawsawasvong, S., Ramli, M.Z. and Al-Husseini, T.R., 2024. Robust seismic fragility curves for concrete gravity dams incorporating aleatory, epistemic, and fuzzy uncertainties. Structures, 70, 107688. https://doi.org/10.1016/j.istruc.2024.107688

• Albostami, A.S., Mohamad, S.A., Alzabeebee, S., Al-Hamd, R.K.S. and Al-Bander, B., 2025. Optimized punching shear design in steel fiber-reinforced slabs: Machine learning vs. evolutionary prediction models. Engineering Structures, 322, p.119150. https://doi.org/10.1016/j.engstruct.2024.119150

• AlObaidi, S.M.; Mousa, M.A.; Almusawi, A.M.; Shallal, M.A.; Alzabeebee, S. Flexural Behavior of Concrete-Filled Steel Tube Beams Composite with Concrete Slab Deck. Infrastructures 2024, 9, 187. https://doi.org/10.3390/infrastructures9100187

• Mohamad, S.A., Alzabeebee, S., Albostami, A.S. and Al-Hamd, R.K.S., 2024. The influence of electronic waste and attapulgite clay on lightweight polyester concrete. Innovative Infrastructure Solutions, 9(11), p.405. https://doi.org/10.1007/s41062-024-01712-1

• Sa’ur, R.H., Al-Jeznawi, D., Alzabeebee, S., Bernardo, L.F.A. and Keawsawasvong, S., 2024. Geotechnical and Geophysical Assessment of the Soil Layers of the Missan Combined-Cycle Power Plant Project. CivilEng, 5(3), pp.717-735. https://doi.org/10.3390/civileng5030038

• Al-Jeznawi, D., Sadik, L., Alzabeebee, S., Al-Janabi, M.A.Q. and Keawsawasvong, S., 2024. Novel Explicit Models for Assessing the Frictional Resistance of Pipe Piles Subjected to Seismic Effects. Journal of Safety Science and Resilience, https://doi.org/10.1016/j.jnlssr.2024.06.010

• Hussein, T.S., kadir, M.A.A., Alzabeebee, S. and Ramli, M.Z., 2024. Assessing Seismic Vulnerability of Concrete Gravity Dams: A Comparative Analysis of Damage Indexes. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-024-00440-4

• Alzabeebee, S., Ismael, B.H., Keawsawasvong, S. and Alshami, A.W., 2024. An Evolutionary Polynomial Computing of Pile Capacity Using the Results of High-strain Dynamic Test. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-024-00411-9

• Sadik, L., Al-Jeznawi, D., Alzabeebee, S., Al-Janabi, M.A. and Keawsawasvong, S., 2024. Prediction of Seismic-Induced Bending Moment and Lateral Displacement in Closed and Open-Ended Pipe Piles: A Genetic Programming Approach. Artificial Intelligence in Geosciences, 6, 100076. https://doi.org/10.1016/j.aiig.2024.100076

• Alzabeebee, S., Ismael, B.H., Chavda, J.T. and Keawsawasvong, S., 2024. Effect of Subbase Stabilization on the Bearing Capacity of Footing Resting on Clayey Soil. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-024-00407-5

• Sadik, L., Al-Jeznawi, D., Alzabeebee, S., Al-Janabi, M.A. and Keawsawasvong, S., 2024. An Explicit Model for Soil Resilient Modulus Incorporating Freezing–Thawing Cycles Through Offspring Selection Genetic Algorithm (OSGA). Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-024-00399-2

• Alzabeebee, S., Ismael, B.H., Keawsawasvong, S. and Chavda, J.T., 2024. Finite element and evolutionary polynomial regression analyses of the effect of a cavity on the bearing capacity factor Nc of strip footing. Modeling Earth Systems and Environment,  https://doi.org/10.1007/s40808-024-01985-6

• Al-Hamd, R.K.S., Albostami, A.S., Alzabeebee, S. and Al-Bander, B., 2024. An optimized prediction of FRP bars in concrete bond strength employing soft computing techniques. Journal of Building Engineering, 108883. https://doi.org/10.1016/j.jobe.2024.108883

• Alzabeebee, S., Hadi, M.A., Ismael, B.H. and Keawsawasvong, S., 2024. Interference effect of three moving trains on the response of a ballasted railway track. International Journal of Computational Materials Science and Engineering, https://doi.org/10.1142/S204768412450009X

• Hussein, T.S., kadir, M.A.A., Alzabeebee, S. et al. 2024. Comprehensive Reliability Analysis of Seismic Stability for Concrete Gravity Dams: A Case Study of Pine Flat Dam. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-023-00368-1

• Keawsawasvong, S., Sangjinda, K., Jitchaijaroen, W., Alzabeebee, S., Suksiripattanapong, C. and Sukkarak, R., 2023. Soft Computing-Based Models for Estimating the Ultimate Bearing Capacity of an Annular Footing on Hoek–Brown Material. Arabian Journal for Science and Engineering, https://doi.org/10.1007/s13369-023-08588-w

• Alzabeebee, S., Adel, A., Radi, Z. and Keawsawasvong, S., 2023. Numerical analysis of the influence of granular trench reinforcement of soft clay subgrade on the undrained dynamic response of a railway track. International Journal of Computational Materials Science and Engineering, https://doi.org/10.1142/S2047684123500550

• Alzabeebee, S., Alkhalidi, S.H.A., Obaid, I. and Keawsawasvong, S., 2023. Numerical analysis of the dynamic response of a ballastless railway track rested on non-stabilized and cement-stabilized soft soil considering undrained conditions. Innovative Infrastructure Solutions, 8(12), 334. https://doi.org/10.1007/s41062-023-01302-7

• Al-Jeznawi, D., Sadik, L., Al-Janabi, M.A., Alzabeebee, S., Hajjat, J. and Keawsawasvong, S., 2023. Developing Vs-NSPT Prediction Models Using Bayesian Framework. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-023-00353-8

• Alzabeebee, S., Alshkane, Y.M., Mohammed, D.A. and Keawsawasvong, S., 2023. Comparing 1D Regression and Evolutionary Polynomial Analyses for Predicting Brazilian Tensile Strength of Limestone in Dry and Saturated Conditions. Geotechnical and Geological Engineering, https://doi.org/10.1007/s10706-023-02687-z

• Albostami, A.S., Al-Hamd, R.K.S. and Alzabeebee, S., 2023. Shear strength assessment of reinforced recycled aggregate concrete beams without stirrups using soft computing techniques. Journal of Building Pathology and Rehabilitation, 8(2), p.98. https://doi.org/10.1007/s41024-023-00343-w

• Al-Jeznawi, D., Jais, I.M., Albusoda, B.S., Alzabeebee, S., Al-Janabi, M.A.Q. and Keawsawasvong, S., 2023. Investigation of the Scale Effect on the Static and Seismic Response of an Opened Ended Pipe Pile. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-023-00330-1

• Alzabeebee, S., Alkhalidi, S.H.A., Obaid, I. and Keawsawasvong, S., 2023. Effect of Soil–Cement Stabilization of the Subgrade on the Response of a Ballasted Railway Track. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-023-00323-0

• Albostami, A.S., Al-Hamd, R.K.S. and Alzabeebee, S., 2023. Soft computing models for assessing bond performance of reinforcing bars in concrete at high temperatures. Innovative Infrastructure Solutions, 8(8), pp.1-19. https://doi.org/10.1007/s41062-023-01182-x

• Al-Jeznawi, D., Mohamed Jais, I.B., Albusoda, B.S., Alzabeebee, S., Al-Janabi, M. and Keawsawasvong, S. 2023. Three-Dimensional Finite Element Analysis of the Effect of Soil Liquefaction on the Seismic Response of a Single Pile. International Journal of Computational Materials Science and Engineering, https://doi.org/10.1142/S2047684123500331

• Ngamkhanong, C., Alzabeebee, S., Keawsawasvong, S., Thongchom, C. 2023. Performance of different machine learning techniques in predicting the flexural capacity of concrete beams reinforced with FRP rods. Asian Journal of Civil Engineering, https://doi.org/10.1007/s42107-023-00792-1

• Albostami, A.S., Al-Hamd, R.K.S., Alzabeebee, S., Minto, A. and Keawsawasvong, S., 2023. Application of soft computing in predicting the compressive Strength of Self-Compacted Concrete Containing Recyclable Aggregate. Asian Journal of Civil Engineering, https://doi.org/10.1007/s42107-023-00767-2

• Al-Jeznawi, D., Mohamed Jais, I.B., Albusoda, B.S., Alzabeebee, S., Al-Janabi, M. and Keawsawasvong, S. 2023. Response of Pipe Piles Embedded in Sandy Soils Under Seismic Loads. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-023-00318-x

• Alzabeebee, S., Alshibany, S.M., Keawsawasvong, S., Forcellini, D., 2023. The Efficiency of the Benefits of  Tire-Derived Aggregate Backfill for Buried Concrete Pipes Beneath Paved and Unpaved Roads. Infrastructures, 8(7), pp. 107. https://doi.org/10.3390/infrastructures8070107

• Talikoti, C., Alzabeebee, S. and Chavda, J.T., 2023. Bearing Capacity Factors of Single and Double Strip Footings Placed over an Embankment. International Journal of Computational Materials Science and Engineering, https://doi.org/10.1142/S2047684123500318

• Sangjinda, K., Banyong, R., Alzabeebee, S. and Keawsawasvong, S., 2023. Developing soft-computing regression model for predicting bearing capacity of eccentrically loaded footings on anisotropic clay. Artificial Intelligence in Geosciences, 4, pp. 68-75. https://doi.org/10.1016/j.aiig.2023.05.001

• Al-Jeznawi, D., Mohamed Jais, I.B., Albusoda, B.S., Alzabeebee, S., Keawsawasvong, S. and Khalid, N., 2023. Design Charts and Equations of the Frictional Resistance of Single Pipe Pile Under Static and Seismic Loads. International Journal of Computational Materials Science and Engineering,  https://doi.org/10.1142/S2047684123500276

• Alzabeebee, S., Alshkane, Y. and Keawsawasvong, S., 2023. New Model to Predict Bearing Capacity of Shallow Foundations Resting on Cohesionless Soil. Geotechnical and Geological Engineering, https://doi.org/10.1007/s10706-023-02472-y

• Alzabeebee, S. and Keawsawasvong, S., 2023. Robust models to predict the secondary compression index of fine-grained soils using multi objective evolutionary polynomial regression analysis. Modeling Earth Systems and Environment, https://doi.org/10.1007/s40808-023-01778-3

• Alzabeebee, S., Alshibany, S.M., Chavda, J.T. and Keawsawasvong, S., 2023. Numerical Investigation of the Effect of Conventional Cut-and-fill Process and Tire-Derived Aggregate Placed on Top of Buried Concrete Pipe on the Pavement Deflection. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-023-00294-2

• Ola, Y., Alzabeebee, S. and Chavda, J.T., 2023. Numerical Evaluation of Effective CBR for Two-Layered Soil Media. International Journal of Pavement Research and Technology, https://doi.org/10.1007/s42947-023-00301-2

• Al-Jeznawi, D., Mohamed Jais, I.B., Al-Janabi, M.A.Q., Alzabeebee, S., Albusoda, B.S. and Keawsawasvong, S., 2023. Scaling Effects on the Seismic Response of a Closed End Pipe Pile Embedded in Dry and Saturated Coarse Grain Soils. International Journal of Computational Materials Science and Engineering, https://doi.org/10.1142/S2047684123500239

• Alzabeebee, S. and Keawsawasvong, S., 2023. Dynamic Response of a Machine Foundation Using Different Soil Constitutive Models. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-023-00284-4

• Hadi, M.A., Alzabeebee, S. and Keawsawasvong, S., 2023. Three-dimensional finite element analysis of the interference of adjacent moving trains resting on a ballasted railway track system. Geomechanics and Engineering, 32(5), p.483. https://doi.org/10.12989/gae.2023.32.5.483

• Mohamad, S.A., Zuhaira, A.A., Al-Hamd, R.K.S. and Alzabeebee, S., 2023. The production of novel sustainable lightweight mortar from the electronic plastic waste. Materials Today: Proceedings, https://doi.org/10.1016/j.matpr.2023.02.336

• Alshibany, S.M., Alzabeebee, S. and Keawsawasvong, S., 2023. Sustainable Use of Tire-Derived Aggregate in the Protection of Buried Concrete Pipes under Combined Soil and Traffic Loads. Geotechnics, 3(1), pp.57-69. DOI: https://doi.org/10.3390/geotechnics3010005

• Alkhalid, S.H., Alzabeebee, S.I. and Obaid, I.A., 2023. Subgrade Stabilization of Railway Track: Literature Scientometric‎ Analysis. Journal of University of Babylon for Engineering Sciences, 31(1), pp.1-17.

• Al-Jeznawi, D., Jais, I.B., Albusoda, B.S., Alzabeebee, S., Keawsawasvong, S. and Khalid, N., 2023. Numerical Study of the Seismic Response of Closed-Ended Pipe Pile in Cohesionless Soils. Transportation Infrastructure Geotechnology, https://doi.org/10.1007/s40515-022-00273-z

• Alzabeebee, S., Al‑Hamd, R.K.S., Nassr, A., Kareem, M. and Keawsawasvong, S., 2023. Multiscale soft computing-based model of shear strength of steel fibre-reinforced concrete beams. Innovative Infrastructure Solutions, 8(1), pp.1-12. DOI: https://doi.org/10.1007/s41062-022-01028-y

• Alzabeebee, S. and Keawsawasvong, S., 2022. Numerical Assessment of Microtunnelling Induced Pavement Settlement. Geotechnical and Geological Engineering, DOI: https://doi.org/10.1007/s10706-022-02368-3

• Al-Hamd, R.K.S., Alzabeebee, S., Cunningham, L.S. and Gales, J., 2022. Bond behaviour of rebar in concrete at elevated temperatures: A soft computing approach. Fire and Materials, DOI: https://doi.org/10.1002/fam.3123

• Alzabeebee, S., Hadi, M.A. and Keawsawasvong, S., 2023. Influence of interference of moving trains on the settlement and critical velocity of ballastless railway track. Innovative Infrastructure Solutions, 8, 13. DOI: https://doi.org/10.1007/s41062-022-00991-w

• Alzabeebee, S. and Keawsawasvong, S., 2023. Sensitivity of the seismic response of bored pile embedded in cohesionless soil to the soil constitutive model. Innovative Infrastructure Solutions, 8, 7, pp.1-10. DOI: https://doi.org/10.1007/s41062-022-00988-5

• Al-Jeznawi, D., Alzabeebee, S., Mohammed Shafiqu, Q.S. and Güler, E., 2022. Analysis of Slope Stabilized with Piles Under Earthquake Excitation. Transportation Infrastructure Geotechnology, DOI: https://doi.org/10.1007/s40515-022-00265-z

• Alzabeebee, S., Alshibany, S.M. and Keawsawasvong, S., 2022. Influence of Using Tire-Derived Aggregate on the Structural Performance of Buried Concrete Pipe under Embankment Load. Geotechnics, 2(4), pp.989-1002. DOI: https://doi.org/10.3390/geotechnics2040046

• Alzabeebee, S., Dhahir, M.K. and Keawsawasvong, S., 2022. Predictive model for the shear strength of concrete beams reinforced with longitudinal FRP bars. Structural Engineering and Mechanics, 84(2), pp.143-154. DOI: https://doi.org/10.12989/sem.2022.84.2.000

• Alzabeebee, S., et al., 2022. Development of a new explicit soft computing model to predict the blast-induced ground vibration. Geomechanics and Engineering, 30(6), 551-564. https://doi.org/10.12989/gae.2022.30.6.551

• Alzabeebee, S. and Al-Taie, A., 2022. Development of new models to predict the compressibility parameters of alluvial soils. Geomechanics and Engineering, 30(5), 437-448. https://doi.org/10.12989/gae.2022.30.5.437

• Alzabeebee, S., 2022. Numerical assessment of the critical velocity of a ballasted railway track. Innovative Infrastructure Solutions. 7, 315. DOI: https://doi.org/10.1007/s41062-022-00921-w

• Alzabeebee, S., Chavda, J.T. and Keawsawasvong, S., 2022.  Analysis of Bored Pile Subjected to Machine Vibration: an Insight into the Influence of the Soil-Pile Interface Coefficient. Transportation Infrastructure Geotechnology.  DOI: https://doi.org/10.1007/s40515-022-00247-1

• Alzabeebee, S., Mohammed, D.A. and Alshkane, Y.M., 2022. Experimental Study and Soft Computing Modeling of the Unconfined Compressive Strength of Limestone Rocks Considering Dry and Saturation Conditions. Rock Mechanics and Rock Engineering, DOI: https://doi.org/10.1007/s00603-022-02948-y

• Hadi, M.A. and Alzabeebee, S., 2022. Development of a Finite Element Model to Study the Settlement of Ballasted Railway Tracks Subjected to Two Adjacent Moving Trains. Transportation Infrastructure Geotechnology, DOI: https://doi.org/10.1007/s40515-022-00245-3

• Alzabeebee, S., Zuhaira, A.A. and Al-Hamd, R.K.S., 2022. Development of an optimized model to compute the undrained shaft friction adhesion factor of bored piles. Geomechanics and Engineering, 28(4), pp.397-404. DOI: https://doi.org/10.12989/gae.2022.28.4.397

• Forcellini, D., and Alzabeebee, S., 2022. Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration. Bulletin of Earthquake Engineering, DOI: https://doi.org/10.1007/s10518-022-01356-5

• Alzabeebee, S., 2022. Calibration of a Finite Element Model to Predict the Dynamic Response of a Railway Track Bed Subjected to Low- and High-Speed Moving Train Loads. Transportation Infrastructure Geotechnology, DOI: https://doi.org/10.1007/s40515-022-00231-9

• Alzabeebee, S., 2022. Explicit soft computing model to predict the undrained bearing capacity of footing resting on aggregate pier reinforced cohesive ground. Innovative Infrastructure Solutions, 7, 105. DOI: https://doi.org/10.1007/s41062-021-00706-7

• Alzabeebee S., 2022. Tire Derived Aggregate as a Sustainable Technique to Mitigate Transient Seismic Effect on Buried Concrete Pipes. In: Pal I., Kolathayar S. (eds) Sustainable Cities and Resilience. Lecture Notes in Civil Engineering, Vol 183. Springer, Singapore. https://doi.org/10.1007/978-981-16-5543-2_26

• Alzabeebee, S., Mohamad, S.A. and Al-Hamd, R.K.S., 2021. Surrogate models to predict maximum dry unit weight, optimum moisture content and California bearing ratio form grain size distribution curve, Road Materials and Pavement Design, DOI: https://doi.org/10.1080/14680629.2021.1995471

• Alzabeebee, S., Alshkane, Y.M. and Rashed, K.A., 2021. Evolutionary computing of the compression index of fine-grained soils. Arabian Journal of Geosciences, 14(19), pp.1-17. DOI: https://doi.org/10.1007/s12517-021-08319-1

• Alzabeebee S. and Forcellini D., 2021. Numerical Simulations of the Seismic Response of a RC Structure Resting on Liquefiable Soil. Buildings, 11(9), 379. DOI: https://doi.org/10.3390/buildings11090379

• Alzabeebee, S., Alshkane, Y.M., Al-Taie, A.J. and Rashed, K.A., 2021. Soft computing of the recompression index of fine-grained soils. Soft Computing, DOI: https://doi.org/10.1007/s00500-021-06123-3

• Alzabeebee, S., 2021. A comparative study of the effect of the soil constitutive model on the seismic response of buried concrete pipes. Journal of Pipeline Science and Engineering, DOI: https://doi.org/10.1016/j.jpse.2021.07.001

• Zuhaira, A.A., Al Hamd, R., Alzabeebee, S. and Cunningham, L.S., 2021. Numerical investigation of skimming flow characteristics over non-uniform gabion-stepped spillways. Innovative Infrastructure Solutions, 6, 225. DOI: https://doi.org/10.1007/s41062-021-00579-w

• Alzabeebee, S., 2021. Interference of Surface and Embedded Three Strip Footings in Undrained Condition. Transportation Infrastructure Geotechnology, DOI: https://doi.org/10.1007/s40515-021-00172-9

• Alkroosh, I., Al-Robay, A., Sarker, P. and Alzabeebee, S., 2021. Effect of Sand Percentage on the Compaction Properties and Undrained Shear Strength of Low Plasticity Clay. Aro-The Scientific Journal of Koya University, 9(1), pp.16-20. DOI: https://doi.org/10.14500/aro.10748

• Alzabeebee, S., 2021. Influence of soil model complexity on the seismic response of shallow foundations. Geomechanics and Engineering, 24(2), 193-203. DOI:http://dx.doi.org/10.12989/gae.2021.24.2.193

• Alzabeebee, S., 2020. Application of EPR-MOGA in computing the liquefaction-induced settlement of a building subjected to seismic shake. Engineering with Computers,  DOI: https://doi.org/10.1007/s00366-020-01159-9

• Alzabeebee, S., 2020. Seismic settlement of a strip foundation resting on a dry sand. Natural Hazard,  103, 2395-2425. DOI: https://doi.org/10.1007/s11069-020-04090-w

• Alkroosh, I., Alzabeebee, S. and Al-Taie, A. J., Evaluation of the accuracy of commonly used empirical correlations in predicting the compression index of Iraqi fine-grained soils. Innovative Infrastructure Solutions,  5, 68. DOI:  https://doi.org/10.1007/s41062-020-00321-y  

• Alzabeebee, S. and Chapman, D.N., Evolutionary computing to determine the skin friction capacity of piles embedded in clay and evaluation of the available analytical methods. Transportation Geotechnics,  24, 100372. DOI:  https://doi.org/10.1016/j.trgeo.2020.100372 

• Alzabeebee, S., 2020. Numerical analysis of the interference of two active machine foundations. Geotechnical and Geological Engineering, 38, 5043–5059 . DOI: https://doi.org/10.1007/s10706-020-01347-w

• Alzabeebee, S., 2020. Dynamic response and design of a skirted foundation subjected to vertical vibration. Geomechanics and Engineering, 20(4), 345-358. DOI: https://doi.org/10.12989/gae.2020.20.4.345

• Alzabeebee, S., 2020. Influence of Backfill Soil Saturation on the Structural Response of Buried Pipes. Transportation Infrastructure Geotechnology, 7(2), 156-174. DOI: https://doi.org/10.1007/s40515-019-00094-7

• Alzabeebee, S., 2019. Seismic response and design of buried concrete pipes. Tunnelling and Underground Space Technology, 93, 103084. DOI: https://doi.org/10.1016/j.tust.2019.103084  

• Alzabeebee, S., 2019. Response of buried uPVC pipes subjected to earthquake shake. Innovative Infrastructures Solutions, 4: 52. DOI: https://doi.org/10.1007/s41062-019-0243-y

• Alzabeebee, S., Chapman, D., Faramarzi, A., 2019. Economical design of buried concrete pipes subjected to UK standard traffic loading. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 172(2), 141-156. DOI: https://doi.org/10.1680/jstbu.17.00035

• Alzabeebee, S., Chapman, D.N., Faramarzi, A., 2018. Development of a novel model to estimate bedding factors to ensure the economic and robust design of rigid pipes under soil loads, Tunneling and Underground Space Technology, 71, 567-578. DOI: http://dx.doi.org/10.1016/j.tust.2017.11.009

• Alzabeebee, S., Chapman, D., Faramarzi, A., 2018. A comparative study of the response of buried pipes under static and moving loads, Transportation Geotechnics, 15, 39-46. DOI: https://doi.org/10.1016/j.trgeo.2018.03.001

• Alzabeebee, S., Chapman, D., Faramarzi, A., 2018. Innovative approach to determine the minimum wall thickness of flexible buried pipes, Geomechanics and Engineering, 15(2), 755-767. DOI: https://doi.org/10.12989/gae.2018.15.2.755

• Alzabeebee, S., Chapman, D., Jefferson, I., Faramarzi, A., 2017. The response of buried pipes to UK standard traffic loading. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 170(1), 38-50. DOI: http://dx.doi.org/10.1680/jgeen.15.00190

• Shlash, K.T., Al-Neami, M., Alzabeebee, S.I.A., 2013. Effect of stress level of surrounding soil on bored pile capacity in sand. Engineering and Technology Journal, 31(15), 2839-2859.

• Shlash, K.T., Al-Neami, M., Alzabeebee, S.I.A., 2013. Effect of stress level on behavior of bored piles embedded in medium sandy soil. Engineering and Technology Journal, 31(19), 29-43.

• Peer reviewed conference papers

• Alzabeebee, S., Chapman, D., Faramarzi, A., 2017. Numerical investigation of the bedding factors associated with the design of buried concrete pipes subjected to traffic loading. In the Proceeding of the 25th UKACM Conference on Computational Mechanics Birmingham, UK, pp. 183-186.

• Alzabeebee, S., Chapman, D.N. and Faramarzi, A., 2017, Numerical investigation of the bedding factor of concrete pipes under deep soil fill. In the Proceedings of the 2nd World Congress on Civil, Structural, and Environmental Engineering (CSEE’17) Barcelona, Spain, paper number 119.

• Alzabeebee, S., Chapman, D.N., Jefferson, I. Faramarzi, A., 2016. Investigating the maximum soil pressure on a concrete pipe with poor haunch support subjected to traffic live load using numerical modelling. In the Proceedings of the 11th Pipeline Technology Conference Berlin, Germany, 11 pages.

• Alzabeebee, S.I.A., 2014. Dynamic response of shallow foundation on elastic-plastic clayey soil subjected to impact load. In the Proceeding of the 1st International Conference on Engineering, Al-Mustansiriya University, Iraq, pp. 155-165.

• Alzabeebee, S.I.A., Ammash, H.K., 2013. Effect of presence of cavity on behavior of strip foundation rested on Al-Najaf soil as case study. In the Proceeding of the 2nd International Conference on Engineering, University of Mosul, Iraq, pp. 1-11.