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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. Teh, K. L. / Cassidy, M. J. / Leung, C. F. / Chow, Y. K. / Randolph, M. F. / Quah, C. K. (2008): Revealing the bearing capacity mechanisms of a penetrating spudcan through sand overlying clay. In: Géotechnique, v. 58, n. 10 (December 2008).

    https://doi.org/10.1680/geot.2008.58.10.793

  2. Teh, K. L. / Leung, C. F. / Chow, Y. K. (2010): Centrifuge model study of spudcan penetration in sand overlying clay. In: Géotechnique, v. 60, n. 11 (November 2010).

    https://doi.org/10.1680/geot.8.P.077

  3. Leung, C. F. / Chow, Y. K. / Shen, R. F. (2000): Behavior of Pile Subject to Excavation-Induced Soil Movement. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 126, n. 11 (November 2000).

    https://doi.org/10.1061/(ASCE)1090-0241(2000)126:11(947)

  4. 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

  5. Yu, Jian / Leung, C. F. / Huang, Maosong / Tan, Jorgin Qi Wen (2022): Assessment of settlement-based strain in masonry building facade due to tunneling. In: Computers and Geotechnics, v. 144 (April 2022).

    https://doi.org/10.1016/j.compgeo.2022.104658

  6. Yu, Jian / Leung, C. F. / Huang, Maosong / Fu, Yong (2021): Centrifuge and theoretical study on tunnel-raft interaction in clay. In: Tunnelling and Underground Space Technology, v. 115 (September 2021).

    https://doi.org/10.1016/j.tust.2021.104038

  7. Robinson, R. G. / Tan, T. S. / Dasari, G. R. / Leung, C. F. / Vijayakumar, A. (2005): Experimental Study of the Behavior of a Lumpy Fill of Soft Clay. In: International Journal of Geomechanics, v. 5, n. 2 (June 2005).

    https://doi.org/10.1061/(asce)1532-3641(2005)5:2(125)

  8. 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

  9. Leung, C. F. / Ko, H.-Y. (1993): Centrifuge Model Study of Piles Socketed in Soft Rock. In: Soils and Foundations, v. 33, n. 3 (September 1993).

    https://doi.org/10.3208/sandf1972.33.3_80

  10. Leung, C. F. / Liao, B. K. / Chow, Y. K. / Shen, R. F. / Kog, Y. C. (2004): Behavior of Pile Subject to Negative Skin Friction and Axial Load. In: Soils and Foundations, v. 44, n. 6 (December 2004).

    https://doi.org/10.3208/sandf.44.6_17

  11. Zhang, Y. D. / Tan, T. S. / Leung, C. F. (2008): Undrained End Bearing Capacity of an Improved Soil Berm in an Excavation. In: Soils and Foundations, v. 48, n. 3 (June 2008).

    https://doi.org/10.3208/sandf.48.433

  12. Leong, E. C. / Leung, C. F. (2012): Applications of Technical Reference for Deep Excavation TR26: 2010. In: The IES Journal Part A: Civil & Structural Engineering, v. 5, n. 3 (August 2012).

    https://doi.org/10.1080/19373260.2012.700789

  13. Huang, Maosong / Zhou, Xiancheng / Yu, Jian / Leung, C. F. / Tan, Jorgin Qi Wen (2019): Estimating the effects of tunnelling on existing jointed pipelines based on Winkler model. In: Tunnelling and Underground Space Technology, v. 86 (April 2019).

    https://doi.org/10.1016/j.tust.2019.01.015

  14. Leung, C. F. / Radhakrishnan, R. / Wong, Y. K. (1988): Observations of an Instrumented Pile-Raft Foundation in Weak Rock. In: Proceedings of the Institution of Civil Engineers, v. 84, n. 4 (August 1988).

    https://doi.org/10.1680/iicep.1988.181

  15. Cheng, C. Y. / Dasari, G. R. / Chow, Y. K. / Leung, C. F. (2007): Finite element analysis of tunnel–soil–pile interaction using displacement controlled model. In: Tunnelling and Underground Space Technology, v. 22, n. 4 (July 2007).

    https://doi.org/10.1016/j.tust.2006.08.002

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