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Smart computing in Civil Engineering Research Group (SCCE)

  • [1] Trinh, H. T. M. K., Chowdhury, S., Doh, J.-H., & Liu, T. (2021). Environmental considerations for structural design of flat plate buildings – Significance of and interrelation between different design variables. Journal of Cleaner Production, 315, 128123. https://doi.org/10.1016/j.jclepro.2021.128123 (Q1 journal)

    [2] Trinh, T.M.K.H, Chowdhury, S.H., Nguyen, M.T., & Liu, T. (2021). Optimizing flat plate buildings based on carbon footprint using Branch-and-Reduce deterministic algorithm. Journal of Cleaner Production, 320, 128780. https://doi.org/10.1016/j.jclepro.2021.128780 (Q1 journal)

    [3] Duong, N.T., Tran, K.Q., Satomi, T., Takahashi, H., 2022. Effects of agricultural by-product on mechanical properties of cemented waste soil. J. Clean. Prod. 365, 132814. (ISI)

    [4] Duong, N.T., Tran, K.Q., 2022. Estimation of seepage velocity and piping resistance of fiber-reinforced soil by using artificial neural network-based approach. Neural Comput Appl. (ISI)

    [5] K.Q. Tran, T. Satomi, H. Takahashi, Tensile behaviors of natural fiber and cement reinforced soil subjected to direct tensile test, J. Build. Eng. Vol. 24, July, 2019. (ISI)

    [6] K.Q. Tran, T. Satomi, H. Takahashi, Effect of waste cornsilk fiber reinforcement on mechanical properties of soft soils, Transp. Geotech. Vol. 16, pp. 76–84, Septemper, 2018. (ISI)

    [7] K.Q. Tran, T. Satomi, H. Takahashi, Improvement of mechanical behavior of cemented soil reinforced with waste cornsilk fibers, Constr. Build. Mater., Vol. 178, pp. 204-210, July, 2018. (ISI)

    [8] K.Q. Tran, T. Satomi, H. Takahashi, Study on strength behavior of cement stabilized sludge reinforced with waste cornsilk fiber, Int. J. GEOMATE, Vol. 13, pp. 140–147, 2017. (Scopus)

    [9] W. Rattanapitikon, K.Q. Tran, T. Shibayama, Estimation of Maximum Possible Wave Heights in Surf Zone, Coast. Eng. J., Vol. 57, January, 2015. doi:10.1142/S0578563415500011. (ISI)

    [10] T. Nguyen, T. Pipatpongsa, T. Kitaoka, H. Ohtsu, Stress distribution in conical sand heaps at incipient failure under active and passive conditions, International Journal of Solids and Structures 168 (2019) 1-12. (ISI)

    [11] T. Nguyen, T. Pipatpongsa, Plastic behaviors of asymmetric prismatic sand heaps on the verge of failure, Mechanics of Materials 151 (2020) 103624. (ISI)

    [12] T. Nguyen, L.V. Tran, Arching effect in sand piles under base deflection using geometrically non-linear isogeometric analysis, Geomechanics and Engineering 26(4) (2021) 369-384. (ISI)

    [13] T. Nguyen, An exact solution of active earth pressures based on a statically admissible stress field, Computers and Geotechnics 153 (2023) 105066. (ISI)

    [14] T. Nguyen, Passive earth pressures with sloping backfill based on a statically admissible stress field, Computers and Geotechnics 149 (2022) 104857. (ISI)

    [15] T. Nguyen, Statically Admissible Stress Fields in Conical Sand Valleys and Heaps: A Validation of Haar–von Kármán Hypothesis, International Journal of Geomechanics 23(2) (2023). (ISI)

    [16] T. Nguyen, K.-D. Ly, T. Nguyen-Thoi, B.-P. Nguyen, N.-P. Doan, Prediction of axial load bearing capacity of PHC nodular pile using Bayesian regularization artificial neural network, Soils and Foundations 62(5) (2022) 101203. (ISI)

    [17] T. Nguyen, T.T. Truong, T. Nguyen-Thoi, L. Van Hong Bui, T.-H. Nguyen, Evaluation of residual flexural strength of corroded reinforced concrete beams using convolutional long short-term memory neural networks, Structures 46 (2022) 899-912. (ISI)

    [18] V.-H. Huynh, T. Nguyen, D.-P. Nguyen, T.-S. Nguyen, T.-M.-D. Huynh, T.-C. Nguyen, A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam, Soils and Foundations 62(4) (2022) 101163. (ISI)

    [19] S.C. Wanjala, T. Pipatpongsa, T. Nguyen, Experimental realization of incipient active failure in sand heap by seismic loading, Granular Matter 22(2) (2020). (ISI)