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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Jong, S. C. / Ong, D. E. L. (2024): A novel Bayesian network approach for predicting soil-structure interactions induced by deep excavations. In: Tunnelling and Underground Space Technology, v. 152 (October 2024).

    https://doi.org/10.1016/j.tust.2024.105865

  2. Ong, D. E. L. / Leung, C. F. / Chow, Y. K. (2009): Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft Clay. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 135, n. 10 (October 2009).

    https://doi.org/10.1061/(ASCE)GT.1943-5606.0000095

  3. Choo, C. S. / Ong, D. E. L. (2015): Evaluation of Pipe-Jacking Forces Based on Direct Shear Testing of Reconstituted Tunneling Rock Spoils. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 141, n. 10 (October 2015).

    https://doi.org/10.1061/(ASCE)GT.1943-5606.0001348

  4. Jong, S. C. / Ong, D. E. L. / Oh, E. (2022): A novel Bayesian inference method for predicting optimum strength gain in sustainable geomaterials for greener construction. In: Construction and Building Materials, v. 344 (August 2022).

    https://doi.org/10.1016/j.conbuildmat.2022.128255

  5. Khoshdelnezamiha, G. / Liew, S. C. / Bong, V. N. S. / Ong, D. E. L. (2020): A BIM-Based Automated Assessment Tool for Green Building Index. In: IOP Conference Series: Materials Science and Engineering, v. 943, n. 1 (1 October 2020).

    https://doi.org/10.1088/1757-899x/943/1/012059

  6. Peerun, M. I. / Ong, D. E. L. / Desha, C. (2022): A strategic review on enhanced DEM simulation and advanced 3-D particle printing techniques to improve pipe-jacking force prediction. In: Tunnelling and Underground Space Technology, v. 123 (May 2022).

    https://doi.org/10.1016/j.tust.2022.104415

  7. Ong, D. E. L. / Sim, Y. S. / Leung, C. F. (2018): Performance of Field and Numerical Back-Analysis of Floating Stone Columns in Soft Clay Considering the Influence of Dilatancy. In: International Journal of Geomechanics, v. 18, n. 10 (October 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001261

  8. Jong, S. C. / Ong, D. E. L. / Oh, E. (2021): State-of-the-art review of geotechnical-driven artificial intelligence techniques in underground soil-structure interaction. In: Tunnelling and Underground Space Technology, v. 113 (July 2021).

    https://doi.org/10.1016/j.tust.2021.103946

  9. Peerun, M. I. / Ong, D. E. L. / Choo, C. S. / Cheng, W. C. (2020): Effect of interparticle behavior on the development of soil arching in soil-structure interaction. In: Tunnelling and Underground Space Technology, v. 106 (December 2020).

    https://doi.org/10.1016/j.tust.2020.103610

  10. Peerun, M. I. / Ong, D. E. L. / Choo, C. S. (2019): Interpretation of Geomaterial Behavior during Shearing Aided by PIV Technology. In: Journal of Materials in Civil Engineering (ASCE), v. 31, n. 9 (September 2019).

    https://doi.org/10.1061/(asce)mt.1943-5533.0002834

  11. Ong, D. E. L. / Choo, C. S. (2016): Back-analysis and finite element modeling of jacking forces in weathered rocks. In: Tunnelling and Underground Space Technology, v. 51 (January 2016).

    https://doi.org/10.1016/j.tust.2015.10.014

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