1. Koo, R. C, Kwan, J. S. H., Lam, C., Ng, C. W. W., Yiu, J., Choi, C. E., Ng, A. K. L., Ho, K. S., & Pun, W. K. (2016). Dynamic response of flexible rockfall barriers under different loading geometries. Landslides. Accepted on 21 October 2016.
  2. Hazra, B., Garg, A., Gadi, V., & Ng, C. W. W. (2016). Probabilistic analysis of suction in homogeneously vegetated soils. Catena. Accepted on 21 October 2016.
  3. Ng, C. W. W., Mu, Q. Y., & Zhou, C. (2016). Effects of soil structure on the shear behaviour of an unsaturated loess at different suctions and temperatures. Canadian Geotechnical Journal. Accepted on 12 October 2016.
  4. Chen, Y. H., Xu, J., Li, H., Chen, L., Ng, C. W. W., & Liu, H. L. (2016). Performance of a prestressed concrete pipe energy pile during heating and cooling. Journal of Performance of Constructed Facilities, ASCE. Accepted on 19 September 2016.
  5. Ng, C. W. W., Kaewsong, R., Zhou, C., & Alonso, E. (2016). Small strain shear moduli of unsaturated natural and compacted loess. Géotechnique. Provisionally accepted on 14 September 2016.
  6. Coo, J. L., So, Z. P., & Ng, C. W. W. (2016). Effect of nanoparticles on the shrinkage properties of clay. Engineering Geology, 213, 84-88.
  7. Leung, A. K., Kamchoom, V., & Ng, C. W. W. (2016). Influences of root-induced soil suction and root geometry on slope stability: a centrifuge study. Canadian Geotechnical Journal. Accepted on 2 September 2016.
  8. Shi, J.W., Ng, C. W. W., & Chen, Y. H. (2016). Development of a simplified method to estimate three-dimensional tunnel responses to basement excavation. Tunnelling and Underground Space Technology. Provisionally accepted on 29 August 2016.
  9. Ni, J. J., Leung, A. K., & Ng, C. W. W. (2016). Investigation of plant growth and transpiration-induced suction under mixed grass-tree conditions. Canadian Geotechnical Journal. Provionally accepted on 9 August 2016.
  10. Ng, C. W. W., Xie, M., & Leung, A. K. (2016). Removal of hydrogen sulfide using soil amended with ground granulated blast furnace slag. Journal of Environmental Engineering, ASCE. Provisionally accepted on 26 August 2016.
  11. Chen, X. W., Wong J. T. F., Leung, A. O. W., Ng, C. W. W., & Wong, M. H. (2016). Comparison of plant and bacterial communities between a subtropical landfill topsoil 15 years after restoration and a natural area. Waste Management. Accepted on 17 August 2016.
  12. Ng, C. W. W., Leung, A. K., Yu, R., & Kamchoom, V. (2016). Mechanical and hydrological effects of live pole on slope stability: A centrifuge and numerical study. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. Accepted on 18 July 2016.
  13. Ng, C. W. W., Song, D., Choi, C. E., Koo, R. C. H., & Kwan, J. S. H. (2016). A novel flexible barrier for landslide impact in centrifuge. Géotechnique Letters, 6(3), 221-225.
  14. Ng, C. W. W., Song, D., Choi, C. E., Kwan, J. S. H., Koo, R. C. H., & Pun, W. K. (2016). Impact mechanisms of granular and viscous flows on rigid and flexible barriers. Canadian Geotechnical Journal. Accepted on 22 June 2016.
  15. Ng, C. W. W., Cheng, Q., Zhou, C., & Alonso, E. E. (2016). Volume changes of an unsaturated low plasticity clay during heating and cooling. Géotechnique Letters, 6(3), 192-198.
  16. Liu, H. W., Feng, S., & Ng, C. W. W. (2016). Analytical analysis of hydraulic effect of vegetation on shallow slope stability with different root architectures. Computers and Geotechnics, 80, 115-120.
  17. Ng, C. W. W., Choi, C. E., Su, A. Y., Kwan, J. S. H., & Lam, C. (2016). Large-scale successive boulder impacts on a rigid barrier shielded by gabions. Canadian Geotechnical Journal, 53(10), 1688-1699.
  18. Lv, Y., Ng, C. W. W., Lam, S. Y., Liu, H., & Ding, X. (2016). Comparative study of Y-shaped and circular floating piles in consolidating clay. Canadian Geotechnical Journal, 53(9), 1483-1494.
  19. Zhou, C., & Ng, C.W.W. (2016). Effects of temperature and suction on plastic deformation of unsaturated silt under cyclic loads. Journal of Materials in Civil Engineering, ASCE. Accepted on 12 May 2016.
  20. Ng, C. W. W., Wang, S. H., & Zhou, C. (2016). Volume change behaviour of saturated sand under thermal cycles. Géotechnique Letters, 6(2), 124-131.
  21. Ng, C. W. W., Ma, Q. J., & Gunawan, A. (2016). Horizontal stress change of energy piles subjected to thermal cycles in sand. Computers and Geotechnics, 78, 54-61.
  22. Koo, R. C. H., Kwan, J. S. H., Ng, C. W. W., Lam, C., Choi, C. E., Song, D., & Pun, W. K. (2016). Velocity attenuation of debris flows and a new momentum-based load model for rigid barriers. Landslides, 1-13.
  23. Leung, A. K., Coo, J. L., Ng, C. W., & Chen, R. (2016). New transient method for determining soil hydraulic conductivity function. Canadian Geotechnical Journal, 53(8), 1332-1345.
  24. Ng, C. W. W., Wang, R., & Boonyarak, T. (2016). A comparative study of the different responses of circular and horseshoe-shaped tunnels to an advancing tunnel underneath. Géotechnique Letters, 6(2), 168-175.
  25. Ng, C. W. W., Sadeghi, H., Hossen, S. B., Chiu, C. F., Alonso, E. E., & Baghbanrezvan, S. (2016). Water retention and volumetric characteristics of intact and re-compacted loess. Canadian Geotechnical Journal, 53(8), 1258-1269.
  26. Wong, J. T. F., Chen, Z., Chen, X., Ng, C. W. W., & Wong, M. H. (2016). Soil-water retention behavior of compacted biochar-amended clay: a novel landfill final cover material. Journal of Soils and Sediments, 1-9.
  27. Shi, J. W, Wang, Y., & Ng, C. W. W. (2016). Three-dimensional centrifuge modelling of ground and pipeline responses to tunnel excavation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. Accepted on 1 March 2016.
  28. Ng, C. W. W., Ni, J. J., Leung, A. K., Zhou, C., & Wang, Z. J. (2016). Effects of planting density on tree growth and induced soil suction. Géotechnique, 66(9), 711-724.
  29. Wu, Y., Diao, H., Ng, C. W. W., Liu, J., & Zeng, C. (2016). An investigation of ground heave due to jet grouting in soft clay. Journal of Performance of Constructed Facilities, ASCE. Accepted on 11 March 2016.
  30. Ng, C. W. W., Ni, J. J., Leung, A. K., & Wang, Z. J. (2016). A new and simple water retention model for root-permeated soils. Géotechnique Letters, 6(1), 106-111.
  31. Ng, C. W. W., Garg, A., Leung, A. K., & Hau, B. C. H. (2016). Relationships between leaf and root area indices and soil suction induced during drying–wetting cycles. Ecological Engineering, 91, 113-118.
  32. Liu, G. B., Huang, P., Shi, J. W., & Ng, C. W. W. (2016). Performance of a Deep Excavation and Its Effect on Adjacent Tunnels in Shanghai Soft Clay. Journal of Performance of Constructed Facilities, Accepted on 28 January 2016.
  33. Hong, Y., Koo, C. H., Zhou, C., Ng, C. W. W., & Wang, L. Z. (2016). Small Strain Path-Dependent Stiffness of Toyoura Sand: Laboratory Measurement and Numerical Implementation. International Journal of Geomechanics, ASCE. Accepted on 26 January 2016.
  34. Lee, M. W., & Ng, C. W. W. (2016). A new analytical cone model for laterally-loaded vertical piles in cohesionless soil. HKIE Transactions, 23(2), 85-98
  35. Cai, Q. P., & Ng, C. W. W. (2016). Centrifuge Modeling of Pile-Sand Interaction Induced by Normal Faulting. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. Accepted on 22 January.
  36. Shen, J., Chiu, C. F., Ng, C. W. W., Lei, G. H., & Xu, J. (2016). A state-dependent critical state model for methane hydrate-bearing sand. Computers and Geotechnics, 75, 1-11.
  37. Ng, C. W. W., Gunawan, A., Shi, C., Ma, Q. J., & Liu, H. L. (2016). Centrifuge modelling of displacement and replacement energy piles constructed in saturated sand: a comparative study. Géotechnique Letters, 6(1), 34-38.
  38. Wang, C. L., Liu, H. L., Kong, G. Q., Ng, C. W. W., & Wu, D. (2015). Model tests of energy pile with and without a working load. Environmental Geotechnics, 3(4), 203-213.
  39. Zhou, C., & Ng, C. W. W. (2015). Simulating the cyclic behaviour of unsaturated soil at various temperatures using a bounding surface model. Géotechnique, 66(4), 344-350.
  40. Ng, C. W. W., Coo, J. L., Chen, Z. K., & Chen, R. (2016). Water Infiltration into a New Three-Layer Landfill Cover System. Journal of Environmental Engineering, 142(5), Accepted on 13 October 2015.
  41. Lei, G. H., Fu, C. W., & Ng, C. W. (2016). Vertical-drain consolidation using stone columns: An analytical solution with an impeded drainage boundary under multi-ramp loading. Geotextiles and Geomembranes, 44(1), 122-131.
  42. Law, R. P. H., Choi, C. E., & Ng, C. W. W. (2015). Discrete-element investigation of influence of granular debris flow baffles on rigid barrier impact. Canadian Geotechnical Journal, 53(1), 179-185.
  43. Choi, C. E., Ng, C. W. W., Au-Yeung, S. C. H., & Goodwin, G. R. (2015). Froude characteristics of both dense granular and water flows in flume modelling. Landslides, 12(6), 1197-1206.
  44. Ng, C. W. W., Kamchoom, V., & Leung, A. K. (2015). Centrifuge modelling of the effects of root geometry on the transpiration-induced suction and stability of vegetated slopes. Landslides, 13(5), 925-938.
  45. Cai, Q., Ng, C. W. W., & Hu, P. (2015). Boundary effects on ground surface rupture induced by normal faulting. Géotechnique Letters, 5(3), 161-166.
  46. Garg, A., Leung, A. K., & Ng, C. W. W. (2015). Transpiration reduction and root distribution functions for a non-crop species Schefflera heptaphylla. Catena, 135, 78-82.
  47. Shi, J., Liu, G., Huang, P., & Ng, C. W. W. (2015). Interaction between a large-scale triangular excavation and adjacent structures in Shanghai soft clay. Tunnelling and Underground Space Technology, 50, 282-295.
  48. Ng, C. W., Chen, Z. K., Coo, J. L., Chen, R., & Zhou, C. (2015). Gas breakthrough and emission through unsaturated compacted clay in landfill final cover. Waste management, 44, 155-163.
  49. Ng, C. W. W., Zhou, C., & Leung, A. K. (2015). Comparisons of different suction control techniques by water retention curves: theoretical and experimental studies. Vadose Zone Journal, 14(9).
  50. Hong, Y., Ng, C. W. W., Chen, Y. M., Wang, L. Z., & Chan, V. S. Y. (2015). Field study of downdrag and dragload of bored piles in consolidating ground. Journal of Performance of Constructed Facilities, ASCE, 30(3). Accepted on 27 April 2015.
  51. Leung, A. K., Garg, A., & Ng, C. W. W. (2015). Effects of plant roots on soil-water retention and induced suction in vegetated soil. Engineering Geology, 193, 183-197.
  52. Chen, X. W., Wong, J. T. F., Ng, C. W. W., & Wong, M. H. (2016). Feasibility of biochar application on a landfill final cover – a review on balancing ecology and shallow slope stability. Environmental Science and Pollution Research, 23(8), 7111-7125.
  53. Ng, C. W. W., Liu, J., & Chen, R. (2015). Numerical Investigation on Gas Emission from Three Landfill Soil Covers under Dry Weather Conditions. Vadose Zone Journal, 14(8).
  54. Zhou, C., Xu, J., & Ng, C. W. W. (2015). Effects of temperature and suction on secant shear modulus of unsaturated soil. Géotechnique Letters, 5(3), 123-128.
  55. Ng, C. W. W., Liu, H. W., & Feng, S. (2015). Analytical solutions for calculating pore-water pressure in an infinite unsaturated slope with different root architectures. Canadian Geotechnical Journal, 52(12), 1981-1992.
  56. Wong, M. H., Chan, Y. S. G., Zhang, C., & Ng, C. W. W. (2016). Comparison of pioneer and native woodland species growing on top of an engineered landfill, Hong Kong: Restoration programme. Land Degradation & Development, 27(3), 500-510.
  57. Loria, A. F. R., Gunawan, A., Shi, C., Laloui, L., & Ng, C. W. W. (2015). Numerical modelling of energy piles in saturated sand subjected to thermo-mechanical loads. Geomechanics for Energy and the Environment, 1, 1-15.
  58. Wong, J. T. F., Chen, X. W., Mo, W. Y., Man, Y. B., Ng, C. W. W., & Wong, M. H. (2015). Restoration of plant and animal communities in a sanitary landfill: A ten years case study in Hong Kong. Land Degradation and Development, 27(3), 490-499.
  59. Wong, J. T. F., Chen, Z., Ng, C. W. W., & Wong, M. H. (2016). Gas permeability of biochar-amended clay: potential alternative landfill final cover material. Environmental Science and Pollution Research, 23(8), 7126-7131.
  60. Garg, A., Leung, A. K., & Ng, C. W. W. (2015). Comparisons of soil suction induced by evapotranspiration and transpiration of S. heptaphylla. Canadian Geotechnical Journal, 52(12), 2149-2155.
  61. Garg, A., Coo, J. L., & Ng, C. W. W. (2015). Field study on influence of root characteristics on soil suction distribution in slopes vegetated with Cynodon dactylon and Schefflera heptaphylla. Earth Surface Processes and Landforms, 40(12), 1631-1643.
  62. Garg, A., & Ng, C. W. W. (2015). Investigation of soil density effect on suction induced due to root water uptake by Schefflera heptaphylla. Journal of Plant Nutrition and Soil Science, 178(4), 586-591.
  63. Chen, R., Liu, J., Li, J. H., & Ng, C. W. W. (2015). An Integrated High-Capacity Tensiometer for Measuring Water Retention Curves Continuously. Soil Science Society of America Journal, 79(3), 943-947.
  64. Lei, G. H., Zheng, Q., Ng, C. W. W., Chiu, A. C. F., & Xu, B. (2015). An analytical solution for consolidation with vertical drains under multi-ramp loading. Géotechnique, 65(7), 531-547.
  65. Choi, C. E., Ng, C. W. W., Law, R. P., Song, D., Kwan, J. S. H., & Ho, K. K. S. (2014). Computational investigation of baffle configuration on impedance of channelized debris flow. Canadian Geotechnical Journal, 52(2), 182-197.
  66. Choi, C. E., Au-Yeung, S. C. H., Ng, C. W. W., & Song, D. (2015). Flume investigation of landslide granular debris and water runup mechanisms. Géotechnique Letters, 5(1), 28-32.
  67. Ng, C. W. W., Hong, Y., & Soomro, M. A. (2015). Effects of piggyback twin tunnelling on a pile group: 3D centrifuge tests and numerical modelling. Géotechnique, 65(1), 38-51.
  68. Leung, A. K., Garg, A., Coo, J. L., Ng, C. W. W., & Hau, B. C. H. (2015). Effects of the roots of Cynodon dactylon and Schefflera heptaphylla on water infiltration rate and soil hydraulic conductivity. Hydrological Processes, 29(15), 3342-3354.
  69. Leung, A. K., & Ng, C. W. W. (2016). Field investigation of deformation characteristics and stress mobilisation of a soil slope. Landslides, 13(2), 229-240.
  70. Kwan, J. S. H., Koo, R. C. H., & Ng, C. W. W. (2015). Landslide mobility analysis for design of multiple debris-resisting barriers. Canadian Geotechnical Journal, 52(9), 1345-1359.
  71. Hong, Y., Wang, J. P., Li, D. Q., Cao, Z. J., Ng, C. W. W., & Cui, P. (2015). Statistical and probabilistic analyses of impact pressure and discharge of debris flow from 139 events during 1961 and 2000 at Jiangjia Ravine, China. Engineering Geology, 187, 122-134.
  72. Ng, C. W. W., Boonyarak, T., & Mašin, D. (2015). Effects of pillar depth and shielding on crossing multi-tunnel interaction. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 141(6). 1-12.
  73. Chen, X. W., Wong, J. T. F., Mo, W. Y., Man, Y. B., Ng, C. W. W., & Wong, M. H. (2015). Ecological Performance of the Restored South East New Territories (SENT) Landfill in Hong Kong (2000–2012). Land Degradation and Development, 27(6), 1664-1676.
  74. Ng, C. W. W., Shi, C., Gunawan, A., Laloui, L., & Liu, H. L. (2014). Centrifuge modelling of heating effects on energy pile performance in saturated sand. Canadian Geotechnical Journal, 52(8), 1045-1057.
  75. Zhou, C., Ng, C. W. W., & Chen, R. (2015). A bounding surface plasticity model for unsaturated soil at small strains. International Journal for Numerical and Analytical Methods in Geomechanics, 39(11), 1141-1164.
  76. Zhou, C., & Ng, C. W. W. (2015). A thermomechanical model for saturated soil at small and large strains. Canadian Geotechnical Journal, 52(8), 1101-1110.
  77. Ng, C. W. W., Liu, J., Chen, R., & Coo, J. L. (2015). Numerical parametric study of an alternative three-layer capillary barrier cover system. Environmental earth sciences, 74(5), 4419-4429.
  78. Ng, C. W. W., Liu, J., Chen, R., & Xu, J. (2015). Physical and numerical modeling of an inclined three-layer (silt/gravelly sand/clay) capillary barrier cover system under extreme rainfall. Waste management, 38, 210-221.
  79. Ng, C. W. W., Feng, S., & Liu, H. W. (2015). A fully coupled model for water–gas–heat reactive transport with methane oxidation in landfill covers. Science of the Total Environment, 508, 307-319.
  80. Ng, C. W. W., Sun, H. S., Lei, G. H., Shi, J. W., & Mašín, D. (2015). Ability of three different soil constitutive models to predict a tunnel’s response to basement excavation. Canadian Geotechnical Journal, 52(11), 1685-1698.
  81. Boonyarak, T., & Ng, C. W. W. (2014). Effects of construction sequence and cover depth on crossing-tunnel interaction. Canadian Geotechnical Journal, 52(7), 851-867.
  82. Ng, C. W. W., Shi, J., Mašín, D., Sun, H., & Lei, G. H. (2015). Influence of sand density and retaining wall stiffness on three-dimensional responses of tunnel to basement excavation. Canadian Geotechnical Journal, 52(11), 1811-1829.
  83. Wang, L. Z., Chen, K. X., Hong, Y., & Ng, C. W. W. (2014). Effect of consolidation on responses of a single pile subjected to lateral soil movement. Canadian Geotechnical Journal, 52(6), 769-782.
  84. Hong, Y., Ng, C. W. W., Liu, G. B., & Liu, T. (2015). Three-dimensional deformation behaviour of a multi-propped excavation at a “greenfield” site at Shanghai soft clay. Tunnelling and Underground Space Technology, 45, 249-259.
  85. Ng, C. W. W., & Coo, J. L. (2014). Hydraulic conductivity of clay mixed with nanomaterials. Canadian Geotechnical Journal, 52(6), 808-811.
  86. Hong, Y., Soomro, M. A., & Ng, C. W. W. (2015). Settlement and load transfer mechanism of pile group due to side-by-side twin tunnelling. Computers and Geotechnics, 64, 105-119.
  87. Shi, J., Ng, C. W. W., & Chen, Y. (2015). Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel. Computers and Geotechnics, 63, 146-158.
  88. Lei, G. H., Chiu, A. C. F., & Ng, C. W. W. (2015). Is Terzaghi’s effective stress a stress variable under seepage conditions?. Journal of Central South University, 22, 2316-2321.
  89. Soomro, M. A., Hong, Y., Ng, C. W. W., Lu, H., & Peng, S. (2015). Load transfer mechanism in pile group due to single tunnel advancement in stiff clay. Tunnelling and Underground Space Technology, 45, 63-72.
  90. Hong, Y., Ng, C. W. W., & Wang, L. Z. (2014). Initiation and failure mechanism of base instability of excavations in clay triggered by hydraulic uplift. Canadian Geotechnical Journal, 52(5), 599-608.
  91. Kamchoom, V., Leung, A. K., & Ng, C. W. W. (2014). Effects of root geometry and transpiration on pull-out resistance. Geotechnique Lett, 4(4), 330-336.
  92. Ng, C. W. W., Shi, C., Gunawan, A., & Laloui, L. (2014). Centrifuge modelling of energy piles subjected to heating and cooling cycles in clay. Géotechnique Letters, 4(4), 310-316.
  93. Zhan, T. L. T., Yang, Y. B., Chen, R., Ng, C. W. W., & Chen, Y. M. (2014). Influence of clod size and water content on gas permeability of a compacted loess 1. Canadian Geotechnical Journal, 51(12), 1468-1474.
  94. Ng, C. W. W., & Yu, R. (2014). A novel technique to model water uptake by plants in geotechnical centrifuge. Géotechnique Letters, 4(4), 244-249.
  95. Zhou, C., & Ng, C. W. W. (2014). A new and simple stress-dependent water retention model for unsaturated soil. Computers and Geotechnics, 62, 216-222.
  96. Ng, C. W. W., & Zhou, C. (2014). Cyclic behaviour of an unsaturated silt at various suctions and temperatures. Géotechnique, 64(9), 709-720.
  97. Chiu, C. F., & Ng, C. W. W. (2014). Relationships between chemical weathering indices and physical and mechanical properties of decomposed granite. Engineering Geology, 179, 76-89.
  98. Zhou, G.D, Ng, C.W.W & Sun, Q.C. (2014). A new theoretical solution for analysing confined granular flows. Landslides. 11(3), 369-384.
  99. Ng, C. W. W., Leung, A. K., Kamchoom, V., & Garg, A. (2014). A novel root system for simulating transpiration-induced soil suction in centrifuge. Geotechnical Testing Journal, ASTM, 37(5), 1-15.
  100. Ng, C. W. W., Soomro, M. A., & Hong, Y. (2014). Three-dimensional centrifuge modelling of pile group responses to side-by-side twin tunnelling. Tunnelling and Underground Space Technology, 43, 350-361.
  101. Lei, G. H., Sun, H. S., & Ng, C. W. W. (2014). An approximate analytical solution for calculating ground surface settlements due to diaphragm walling. Computers and Geotechnics, 61, 108-115.
  102. Bolton, M. D., Lam, S. Y., Vardanega, P. J., Ng, C. W. W., & Ma, X. (2014). Ground movements due to deep excavations in Shanghai: Design charts. Frontiers of Structural and Civil Engineering, 8(3), 201-236.
  103. Ng, C. W. W., Choi, C. E., Kwan, J. S. H., Koo, R. C. H., Shiu, H. Y. K., & Ho, K. K. S. (2014). Effects of baffle transverse blockage on landslide debris impedance. Procedia Earth and Planetary Science, 9, 3-13.
  104. Ng, C. W. W., Choi, C. E., Song, D., Kwan, J. H. S., Koo, R. C. H., Shiu, H. Y. K., & Ho, K. K. (2015). Physical modeling of baffles influence on landslide debris mobility. Landslides, 12(1), 1-18.
  105. Choi, C. E., Ng, C. W. W., Song, D., Kwan, J. H. S., Shiu, H. Y. K., Ho, K. K. S., & Koo, R. C. H. (2014). Flume investigation of landslide debris–resisting baffles. Canadian Geotechnical Journal, 51(5), 540-553.
  106. Boonyarak, T., Phisitkul, K., Ng, C. W. W., Teparaksa, W., & Aye, Z. Z. (2014). Observed ground and pile group responses due to tunneling in Bangkok stiff clay. Canadian Geotechnical Journal, 51(5), 479-495.
  107. Ng, C. W. W. (2014). The state-of-the-art centrifuge modelling of geotechnical problems at HKUST. Journal of Zhejiang University SCIENCE A, 15(1), 1-21.
  108. Lv, Y., Liu, H., Ng, C. W. W., Gunawan, A., & Ding, X. (2014). A modified analytical solution of soil stress distribution for XCC pile foundations. Acta Geotechnica, 9(3), 529-546.
  109. Wong, K. S., Mašín, D., & Ng, C. W. W. (2014). Modelling of shear stiffness of unsaturated fine grained soils at very small strains. Computers and Geotechnics, 56, 28-39.
  110. Lv, Y., Liu, H., Ng, C. W W.., Ding, X., & Gunawan, A. (2014). Three-dimensional numerical analysis of the stress transfer mechanism of XCC piled raft foundation. Computers and Geotechnics, 55, 365-377.
  111. Ng, C. W. W., & Lu, H. (2013). Effects of the construction sequence of twin tunnels at different depths on an existing pile. Canadian geotechnical journal, 51(2), 173-183.
  112. Ng, C. W. W., Leung, A. K., & Woon, K. X. (2013). Effects of soil density on grass-induced suction distributions in compacted soil subjected to rainfall. Canadian Geotechnical Journal, 51(3), 311-321.
  113. Ng, C. W. W., Leung, A. K., Kwok, S. S. K., & Yip, F. H. T. (2014). Effects of stiffness nonlinearity on E’ – SPT N correlations for analysing wall deflections in HK excavations. Hong Kong Institution of Engineers Transactions, 21(1), 35-49.
  114. Cai, Q. P., & Ng, C. W. W. (2014). Effects of the tip depth of a pre-existing fracture on surface fault ruptures in cemented clay. Computers and Geotechnics, 56, 181-190.
  115. Zhan, T. L. T., Chen, R., & Ng, C. W. W. (2014). Wetting-induced softening behavior of an unsaturated expansive clay. Landslides, 11(6), 1051-1061.
  116. Peng, S. Y., Ng, C. W. W., & Zheng, G. (2014). The dilatant behaviour of sand–pile interface subjected to loading and stress relief. Acta Geotechnica, 9(3), 425-437.
  117. Chen, R., & Ng, C. W. W. (2013). Impact of wetting–drying cycles on hydro-mechanical behavior of an unsaturated compacted clay. Applied clay science, 86, 38-46.
  118. Leung, A. K., & Ng, C. W. W. (2013). Analyses of groundwater flow and plant evapotranspiration in a vegetated soil slope. Canadian Geotechnical Journal, 50(12), 1204-1218.
  119. Ng, C. W. W., Boonyarak, T., & Mašín, D. (2013). Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels. Canadian Geotechnical Journal, 50(9), 935-946.
  120. Ng, C. W. W., Shi, J., & Hong, Y. (2013). Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand. Canadian Geotechnical Journal, 50(8), 874-888.
  121. Ng, C. W. W., Choi, C. E., & Law, R. P. (2013). Longitudinal spreading of granular flow in trapezoidal channels. Geomorphology, 194, 84-93.
  122. Ng, C. W. W., Liu, G. B., & Li, Q. (2013). Investigation of the long-term tunnel settlement mechanisms of the first metro line in Shanghai. Canadian Geotechnical Journal, 50(6), 674-684.
  123. Ng, C. W. W., & Wong, K. S. (2013). Investigation of passive failure and deformation mechanisms due to tunnelling in clay. Canadian Geotechnical Journal, 50(4), 359-372.
  124. Shi, J., Wang, Y., & Ng, C. W. W. (2013). Buried pipeline responses to ground displacements induced by adjacent static pipe bursting. Canadian Geotechnical Journal, 50(5), 481-492.
  125. Wang, Y., Feng, D., & Ng, C. W. W. (2013). Modeling the 3D crack network and anisotropic permeability of saturated cracked soil. Computers and Geotechnics, 52, 63-70.
  126. Li, G. W., Ni, C., Pei, H. F., Ge, W. M., & Ng, C. W. W. (2013). Stress relaxation of grouted entirely large diameter B-GFRP soil nail. China Ocean Engineering, 27, 495-508.
  127. Chen, Y. H., Chen, L., Xu, K., Liu, L., & Ng, C. W. W. (2013). Study on critical buckling load calculation method of piles considering passive and active earth pressure. Structural Engineering and Mechanics, 48(3), 367-382.
  128. Wu, Y. D., Liu, J., & Ng, C. W. (2013). Effects of pile extraction and refilling with cement slurry on ground settlements. Canadian Geotechnical Journal, 50(3), 343-349.
  129. Lam, S. Y., Ng, C. W. W., & Poulos, H. G. (2012). Shielding piles from downdrag in consolidating ground. Journal of geotechnical and geoenvironmental engineering, ASCE,139(6), 956-968.
  130. Cai, Q. P., Ng, C. W. W., Luo, G. Y., & Hu, P. (2013). Influences of pre-existing fracture on ground deformation induced by normal faulting in mixed ground conditions. Journal of Central South University, 20, 501-509.
  131. Ng, C. W. W., Woon, K. X., Leung, A. K., & Chu, L. M. (2013). Experimental investigation of induced suction distribution in a grass-covered soil. Ecological engineering, 52, 219-223.
  132. Ng, C. W. W., Lu, H., & Peng, S. Y. (2013). Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile. Tunnelling and Underground Space Technology, 35, 189-199.
  133. Sun, H. S., Lei, G. H., Ng, C. W. W., & Zheng, Q. (2013). Displacements under linearly distributed pressures by extended Mindlin’s equations. Computers and Geotechnics, 50, 143-149.
  134. Hong, Y., & Ng, C. W. W. (2013). Base stability of multi-propped excavations in soft clay subjected to hydraulic uplift. Canadian Geotechnical Journal, 50(2), 153-164.
  135. Cai, Q. P., & Ng, C. W. W. (2013). Analytical approach for estimating ground deformation profile induced by normal faulting in undrained clay. Canadian Geotechnical Journal, 50(4), 413-422.
  136. Ng, C. W. W., Zhou, C., Yuan, Q., & Xu, J. (2013). Resilient modulus of unsaturated subgrade soil: experimental and theoretical investigations. Canadian Geotechnical Journal, 50(2), 223-232.
  137. Leung, A. K., & Ng, C. W. W. (2013). Seasonal movement and groundwater flow mechanism in an unsaturated saprolitic hillslope. Landslides, 10(4), 455-467.
  138. Wong, K. S., Ng, C. W. W., Chen, Y. M., & Bian, X. C. (2012). Centrifuge and numerical investigation of passive failure of tunnel face in sand. Tunnelling and underground space technology, 28, 297-303.
  139. Ng, C. W. W., & Xu, J. (2012). Effects of current suction ratio and recent suction history on small-strain behaviour of an unsaturated soil. Canadian Geotechnical Journal, 49(2), 226-243.
  140. Ng, C. W. W., & Leung, A. K. (2011). Measurements of drying and wetting permeability functions using a new stress-controllable soil column. Journal of geotechnical and geoenvironmental engineering, ASCE, 138(1), 58-68.
  141. Wu, J. H., Yuan, J. P., & Ng, C. W. W. (2012). Theoretical and experimental study of initial cracking mechanism of an expansive soil due to moisture-change. Journal of Central South University, 19, 1437-1446.
  142. Li, Q., Ng, C. W. W., & Liu, G. B. (2012). Determination of small-strain stiffness of Shanghai clay on prismatic soil specimen. Canadian geotechnical journal, 49(8), 986-993.
  143. Zheng, G., Peng, S. Y., Ng, C. W. W., & Diao, Y. (2012). Excavation effects on pile behaviour and capacity. Canadian Geotechnical Journal, 49(12), 1347-1356. Recipient of the R M Quigley Award by the National Research Council, Canada (NRC) for the best paper published in Canadian Geotechnical Journal in 2012.
  144. Li, Q., Ng, C. W. W., & Liu, G. B. (2012). Low secondary compressibility and shear strength of Shanghai Clay. Journal of Central South University, 19, 2323-2332.
  145. Chiu, C. F., & Ng, C. W. W. (2012). Coupled water retention and shrinkage properties of a compacted silt under isotropic and deviatoric stress paths. Canadian Geotechnical Journal, 49(8), 928-938.
  146. Ng, C. W. W., Hong, Y., Liu, G. B., & Liu, T. (2012). Ground deformations and soil-structure interaction of a multi-propped excavation in Shanghai soft clays. Géotechnique, 62(10), 907-921.
  147. Ng, C. W. W., Cai, Q. P., & Hu, P. (2012). Centrifuge and numerical modeling of normal fault-rupture propagation in clay with and without a preexisting fracture. Journal of geotechnical and geoenvironmental engineering, ASCE, 138(12), 1492-1502.
  148. Ng, C. W.W., Lai, C.H., & Chiu, C.F. (2012). A modified triaxial apparatus for measuring the stress-path dependent water retention curve. Geotechnical Testing Journal, ASTM, 35(3). 490-495.
  149. Liu, G. B., Jiang, R. J., Ng, C. W. W., & Hong, Y. (2011). Deformation characteristics of a 38 m deep excavation in soft clay. Canadian Geotechnical Journal, 48(12), 1817-1828.
  150. So, A. K., & Ng, C. W. W. (2011). Dynamic soil parameters and Case damping for high-capacity long H-piles. Canadian Geotechnical Journal, 48(11), 1616-1629.
  151. Zheng, G., Diao, Y., & Ng, C. W. W. (2011). Parametric analysis of the effects of stress relief on the performance and capacity of piles in nondilative soils. Canadian Geotechnical Journal, 48(9), 1354-1363.
  152. Leung, A. K., Sun, H. W., Millis, S. W., Pappin, J. W., Ng, C. W. W., & Wong, H. N. (2011). Field monitoring of an unsaturated saprolitic hillslope. Canadian Geotechnical Journal, 48(3), 339-353.
  153. Ng, C. W. W., Wong, H. N., Tse, Y. M., Pappin, J. W., Sun, H. W., Millis, S. W., & Leung, A. K. (2011). A field study of stress-dependent soil–water characteristic curves and permeability of a saprolitic slope in Hong Kong. Geotechnique, 61(6), 511-521.
  154. Wang, Y., Shi, J., & Ng, C. W. W. (2011). Numerical modeling of tunneling effect on buried pipelines. Canadian Geotechnical Journal, 48(7), 1125-1137.
  155. So, A. K., & Ng, C. W. W. (2010). Impact compression behaviors of high-capacity long piles. Canadian Geotechnical Journal, 47(12), 1335-1350.
  156. Zhou, G. G., & Ng, C. W. W. (2010). Numerical investigation of reverse segregation in debris flows by DEM. Granular matter, 12(5), 507-516.
  157. Zhou, G. G., & Ng, C. W. W. (2010). Dimensional analysis of natural debris flows. Canadian Geotechnical Journal, 47(7), 719-729.
  158. Ng, C. W. W., Xu, J., & Yung, S. Y. (2009). Effects of wetting-drying and stress ratio on anisotropic stiffness of an unsaturated soil at very small strains. Canadian Geotechnical Journal, 46(9), 1062-1076.
  159. So, A. K. O. & Ng, C. W. W. (2009). Performance of long driven H-piles in granitic saprolite. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(2), 246-258.
  160. Lam, S. Y., Ng, C. W. W., Leung, C. F., & Chan, S. H. (2009). Centrifuge and numerical modeling of axial load effects on piles in consolidating ground. Canadian Geotechnical Journal, 46(1), 10-24.
  161. Alonso, E. E., Springman, S. M., & Ng, C. W. W. (2008). Monitoring large-scale tests for nuclear waste disposal. Geotechnical and Geological Engineering, 26(6), 817-826.
  162. Ng, C. W. W., Springman, S. M., & Alonso, E. E. (2008). Monitoring the performance of unsaturated soil slopes. Geotechnical and Geological Engineering, 26(6), 799-816.
  163. Ng, C. W. W., Poulos, H. G., Chan, V. S. H., Lam, S. S. Y. and Chan, G. C. Y. (2008). Effects of tip location and shielding on piles in consolidating ground. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(9), 1245-1260.
  164. Ng, C. W. W., & Yung, S. Y. (2008). Determination of the anisotropic shear stiffness of an unsaturated decomposed soil. Géotechnique, 58(1), 23.
  165. Zhou, X. W., & Ng, C. W. W. (2007). Analytical solution for estimating surface settlements induced by multiple tunnel excavation (in English). Chinese Journal of Geotechnical Engineering, 29(11), 1703-1710.
  166. Xu, G. M., & Ng, C. W. W. (2007). Dimensional analysis and centrifuge modelling of quay wall of large-diameter bottomless cylinders (in English). Chinese Journal of Geotechnical Engineering, 29(10), 1544-1552.
  167. Lei, G. H., & Ng, C. W. W. (2007). Rectangular barrettes and circular bored piles in saprolites. Geotechnical Engineering, Proceedings of the Institution of Civil Engineers. Vol. 160, Issue 4, 237-242.
  168. Ng, C. W. W., Cui, Y., Chen, R., & Delage, P. (2007). The axis-translation and osmotic techniques in shear testing of unsaturated soils: a comparison. Soils and Foundations, 47(4), 675-684.
  169. Liu, H. L., Ng, C.W. W., & Fei, K. (2007). Performance of a geogrid-reinforced and pile-supported highway embankment over soft clays: a case study. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 133(12), 1483-1493.
  170. Ng, C. W. W., & Leung, E. H. Y. (2007). Determination of shear wave velocities and shear moduli of completely decomposed tuff. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 133(6), 630-640.
  171. Zhan, T. L., Ng, C. W. W., & Fredlund, D. G. (2007). Field study of rainfall infiltration into a grassed unsaturated expansive soil slope. Canadian Geotechnical Journal, 44(4), 392-408. Recipient of the R M Quigley Honourable Mention by the National Research Council, Canada (NRC) for the 2nd best paper published in Canadian Geotechnical Journal in 2007.
  172. Ng, C. W. W., & Zhan, L. T. (2007). Comparative study of rainfall infiltration into a bare and a grassed unsaturated expansive soil slope. Soils and foundations, 47(2), 207-217.
  173. Leung, E. H. Y., & Ng, C. W. W. (2007). Wall and ground movements associated with deep excavations supported by cast-in-situ wall in mixed ground conditions. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 133(2), 129-143.
  174. Zhan, L. T., Chen, P., & Ng, C. W. W. (2007). Effect of suction change on water content and total volume of an expansive clay. Journal of Zhejiang University SCIENCE A, 8(5), 699-706.
  175. Zhan, L. T., Ng, C. W. W., & Fredlund, D. G. (2006). Instrumentation of an unsaturated expansive soil slope. Geotechnical Testing Journal, ASTM, 30(2), 1-11.
  176. Cai, Y., Shi, B., Ng, C. W. W., & Tang, C. S. (2006). Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil. Engineering Geology, 87(3), 230-240.
  177. Zhan, T. L., & Ng, C. W. (2006). Shear strength characteristics of an unsaturated expansive clay. Canadian Geotechnical Journal, 43(7), 751-763.
  178. Zhang, L.M., Ng, C.W.W., Chan, F., & Pang, H.W. (2006). Termination criteria for jacked pile construction in weathered soils. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 132(7), 819-829.
  179. Cheuk, C. Y., Ng, C. W. W., & Sun, H. W. (2005). Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects. Computers and Geotechnics, 32(4), 290-303.
  180. Wang, Z. W., Ng, C. W. W., & Liu, G. B. (2005). Characteristics of wall deflections and ground surface settlements in Shanghai. Canadian Geotechnical Journal, 42(5), 1243-1254.
  181. Liu, G. B., Ng, C. W. W., & Wang, Z. W. (2005). Observed Performance of a Deep Multi-strutted Excavation in Shanghai soft clays. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. 131(8), 1004-1013.
  182. Wang, Y., & Ng, C. W. W. (2005). Effects of stress paths on the small-strain stiffness of completely decomposed granite. Canadian geotechnical journal, 42(4), 1200-1211.
  183. Ng, C. W. W., & Lee, G. T. (2005). Three-dimensional ground settlements and stress-transfer mechanisms due to open-face tunnelling. Canadian geotechnical journal, 42(4), 1015-1029.
  184. Nip, D. C. N., & Ng, C. W. W. (2005). Back-analysis of laterally loaded bored piles. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 158(2), 63-73.
  185. Lee, G. T. K., & Ng, C. W. W. (2005). The Effects of Advancing Open Face Tunneling on an Existing Loaded Pile. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(2), 193-201.
  186. Zhang, L. M., Ng, C. W. W., & Lee, C. J. (2004). Effects of slope and sleeving on the behaviour of laterally loaded piles. Soils and Foundations, 44(4), 99-108.
  187. Ng, C. W. W., Li, X. S., Van Laak, P. A., & Hou, D. Y. (2004). Centrifuge modeling of loose fill embankment subjected to uni-axial and bi-axial earthquakes. Soil Dynamics and Earthquake Engineering, 24(4), 305-318.
  188. Ng, C. W. W., Lee, K. M., & Tang, D. K. (2004). Three-dimensional numerical investigations of new Austrian tunnelling method (NATM) twin tunnel interactions. Canadian Geotechnical Journal, 41(3), 523-539.
  189. Zhan, L. T., & Ng, C. W. W. (2004). Analytical Analysis of Rainfall Infiltration Mechanism in Unsaturated Soils. International Journal of Geomechanics, ASCE, 4(4), 273-284.
  190. Lee, C. J., & Ng, C. W. W. (2004). Development of downdrag on piles and pile groups in consolidating soil. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(9), 905-914.
  191. Ng, C. W. W., Leung, E. H. Y., & Lau, C. K. (2004). Inherent anisotropic stiffness of weathered geomaterial and its influence on ground deformations around deep excavations. Canadian Geotechnical Journal, 41(1), 12-24.
  192. Chiu, C. F., & Ng, C. W. W. (2003). A state-dependent elasto-plastic model for saturated and unsaturated soils. Géotechnique, 53(9), 809-830.
  193. Ng, C. W. W., & Lei, G. H. (2003). An explicit analytical solution for calculating horizontal stress changes and displacements around an excavated diaphragm wall panel. Canadian geotechnical journal, 40(4), 780-792.
  194. Liu, J. K., & Ng, C. W. W. (2003). Numerical studies on the influence of stress-state and wetting path on transient seepage in saturated-unsaturated soils. Eurasian Soil Science, 36(1), 71-75.
  195. Ng, C. W. W. & Kong, C. K. M. (2003). Some recent developments in geotechnical engineering practice and university research environment in Hong Kong. Geotechnical Engineering, Proceedings of the Institution of Civil Engineers, U.K., 156(1), 7-12.
  196. Ng, C. W. W., Zhan, L. T., Bao, C. G., Fredlund, D. G., & Gong, B. W. (2003). Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration. Geotechnique, 53(2), 143-157.
  197. Ng, C. W. W., & Lei, G. H. (2003). Performance of long rectangular barrettes in granitic saprolites. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(8). 685-696.
  198. Ng, C. W. W., & Chiu, C. F. (2003). Laboratory study of loose saturated and unsaturated decomposed granitic soil. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(6). 550-559.
  199. Ng, C. W. W., & Lee, G. T. K. (2002). A three-dimensional parametric study of the use of soil nails for stabilising tunnel faces. Computers and Geotechnics, 29(8), 673-697.
  200. Ng, C. W. W., Zhan, L. T., & Cui, Y. J. (2002). A new simple system for measuring volume changes in unsaturated soils. Canadian Geotechnical Journal, 39(3), 757-764.
  201. Liu, N., Tang, W. H., & Ng, C. W. W. (2001). Probabilistic FEM for reliability of strain softening media. Finite elements in analysis and design, 37(8), 603-619.
  202. Ng, C. W. W., & Chiu, C. F. (2001). Behaviour of a loosely compacted unsaturated volcanic soil. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(12), 1027-1036.
  203. Ng, C. W. W., Wang, B., & Tung, Y. K. (2001). Three-dimensional numerical investigations of groundwater responses in an unsaturated slope subjected to various rainfall patterns. Canadian Geotechnical Journal, 38(5), 1049-1062.
  204. Ng, C. W. W., Li, J. H. M., & Yau, T. L. Y. (2001). Behaviour of Large Diameter Floating Bored Piles in Saprolitic Soils. Soils and Foundations, 41(6), 37-52.
  205. Ng, C. W. W. Zhang, L. M., & Nip, D. C. N. (2001). Response of Laterally Loaded Large-Diameter Bored Pile Groups. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(8), 658-669.
  206. Zhang, L. M., Tang, W. H., & Ng, C. W. W. (2001). Reliability of axially loaded driven pile groups. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(12), 1051-1060.
  207. Lei, G. H., Ng C. W. W., & Rigby, D. (2001). Stress and displacement around an elastic artificial rectangular hole. Journal of Engineering Mechanics, ASCE, 127(9), 880-890.
  208. Ng, C. W. W., Van Laak, P., Tang, W. H., Li, X. S., & Shen, C. K. (2001). The Hong Kong Geotechnical centrifuge and its unique capabilities. Sino-Geotechnics, Taiwan, (83), 5-12.
  209. Ng, C. W. W., Yau, T. L. Y., Li, J. H. M. & Tang, W.H. (2001). Side Resistance of Large Diameter Bored Piles Socketed Into Decomposed Rocks. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(8), 642-657.
  210. Ng, C. W., Zhang, L. M., & Ho, K. K. (2001). Influence of laterally loaded sleeved piles and pile groups on slope stability.Canadian Geotechnical Journal, 38(3), 553-566.
  211. Ng, C. W. W., & Wang, Y. (2001). Field and Laboratory Measurements of Small Strain Stiffness of Decomposed Granites. Soils and Foundations, 41(3), 57-71.
  212. Ng, C. W. W., & Zhang, L. M. (2001). Three-dimensional analysis of performance of laterally loaded sleeved piles in slope ground. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(6), 499-509.
  213. Ng, C. W. W., Yau, T. L. Y., Li, J. H. M., & Tang, W. H. (2001). New failure load criterion for large diameter bored piles in weathered geomaterials. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(6), 488-498.
  214. Guan, P., Ng, C. W. W., Sun, M., & Tang, W. (2001). Weathering indices for rhyolitic tuff and granite in Hong Kong. Engineering Geology, 59(1), 147-159.
  215. Ng, C. W. W., Guan, P., & Shang, Y. J. (2001). Weathering mechanisms and indices of the igneous rocks of Hong Kong. Quarterly Journal of Engineering Geology and Hydrogeology, 34(2), 133-151.
  216. Zhang, L., McVay, M. C., & Ng, C. W. W. (2001). A possible physical meaning of Case damping in pile dynamics. Canadian geotechnical journal, 38(1), 83-94.
  217. Ng, C. W. W., & Pang, Y. W. (2000). Experimental investigations of the soil-water characteristics of a volcanic soil. Canadian Geotechnical Journal, 37(6), 1252-1264.
  218. Ng, C. W. W., Pun, W. K., & Pang, R. P. L. (2000). Small strain stiffness of natural granitic saprolites in Hong Kong. Journal of Geotechnical and Geo-environmental Engineering, ASCE, 126(9), 819-833.
  219. Ng, C.W.W. (2000). The use of centrifuge technology to assist geotechnical engineering designs. Invited paper. Asia Engineer, Vol. 28, No. 2, 13-18.
  220. Ng, C. W. W., & Pang, Y. W. (2000). Influence of stress state on soil-water characteristics and slope stability. Journal of Geotechnical and Geo-environmental Engineering, ASCE, 126(2), 157-166.
  221. Ng, C. W. W., Rigby, D., Ng, S. W. L., & Lei, G. (2000). Field studies of well-instrumented barrette in Hong Kong. Journal of Geotechnical and Geo-environmental Engineering, ASCE, 126(1), 60-73.
  222. Ng, C. W. W., & Yan, R. W. M. (1999). Three-dimensional modelling of a diaphragm wall construction sequence. Geotechnique, 49(6), 825-834.
  223. Ng, C. W. W., Rigby, D. B., Lei, G. H., & Ng, S. W. L. (1999). Observed performance of a short diaphragm wall panel. Géotechnique, 49(5), 681-694.
  224. Ng, C. W. W. (1999). Stress paths in relation to deep excavations. Journal of Geotechnical and Geo-environmental Engineering, ASCE. 125(5). 357-363.
  225. Ng, C. W. W., Sun, Y. F., & Lee, K. M. (1998). Laboratory measurements of small strain stiffness of granitic saprolites. Geotechnical Engineering, 29(2), 233-248.
  226. Ng, C. W. W. (1998). Observed performance of multi-propped excavation in stiff clay. Journal of Geotechnical and Geo-environmental Engineering, ASCE, 124(9), 889-905.
  227. Ng, C. W. W., Springman, S. M. & Norrish, A. R. M. (1998). Centrifuge modelling of spread-base integral bridge abutments. Journal of Geotechnical and Geo-environmental Engineering, ASCE, 124(5), 376-388.
  228. Ng, C. W. W., & Yan, W. M. (1998). Stress transfer and deformation mechanisms around a diaphragm wall panel. Journal of Geotechnical and Geo-environmental Engineering, ASCE, 124(7), 638-648.
  229. Ng, C. W. W., & Shi, Q. (1998). Influence of rainfall intensity and duration on slope stability in unsaturated soils. Quarterly Journal of Engineering Geology and Hydrogeology, 31(2), 105-113.
  230. Ng, C. W. W., & Shi, Q. (1998). The stress-strain behaviour of soils at small strains (in English). Chinese Journal of Geotechnical Engineering, 20(1), 70-75.
  231. Ng, C. W. W., Simpson, B., Lings, M. L., & Nash, D. F. T. (1998). Numerical analysis of a multipropped excavation in stiff clay. Canadian Geotechnical Journal, 35(1), 115-130.
  232. Ng, C. W. W., Springman, S. M., & Norrish, A. R. M. (1998). Soil-structure Interaction of Spread-base Integral Bridge Abutments. Soils and Foundations, 38(1), 145-162.
  233. Ng, C. W. W., & Shi, Q. (1998). A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Computers and geotechnics, 22(1), 1-28.
  234. Ng, C. W. W., & Iwasaki, Y. (1996). A way to unite geology and geotechnical engineering through the recent understanding of soil behaviour and development in mathematical models. Journal of Japan Society of Geoinformatics, 7(1-2), 97-110.
  235. Ng, C. W. W., Bolton, M. D., & Dasari, G. R. (1995). The small strain stiffness of a carbonate stiff clay. Soils and Foundations, 35(4), 109-114.
  236. Ng, C. W. W., & Lings, M. L. (1995). Effects of modelling soil non-linearity and wall installation on the back-analysis of a deep excavation in stiff clay. Journal of Geotechnical Engineering, ASCE, 121(10), 687-695.
  237. Ng, C. W., Lings, M. L., Simpson, B., & Nash, D. F. T. (1995). An approximate analysis of the three-dimensional effects of diaphragm wall installation. Geotechnique, 45(3), 497-507.
  238. Lings, M. L., Ng, C. W. W., & Nash, D. F. T. (1994). The lateral pressure of wet concrete diaphragm wall panels cast under bentonite. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 107(3), 163-172. Recipient of Miller Prize from the Institution of Civil Engineers (UK).
  239. Ng, C. W. W. (1994). Lateral stress induced in the ground by concreting diaphragm walls. Asia Engineer, Feb., 29-32. This paper was the “First Runner Up” of the 1993 Kumagai Geotechnical Paper Competition, organised by the Geotechnical Division of the Hong Kong Institution of Engineers.
  240. Ng, C. W. W., Lings, M. L., & Nash, D. F. T. (1992). Back-analysing the bending moment in a concrete diaphragm wall. The Structural Engineer, 70(23/24), 421-426. Recipient of the Henry Adams Award from the Institution of Structural Engineers, U.K, for the best paper published in the journal in 1992.