Journal Publications
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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).
- 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.
- 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.
- 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.
- 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).
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- Ng, C. W. W., & Coo, J. L. (2014). Hydraulic conductivity of clay mixed with nanomaterials. Canadian Geotechnical Journal, 52(6), 808-811.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- Ng, C. W. W., & Zhou, C. (2014). Cyclic behaviour of an unsaturated silt at various suctions and temperatures. Géotechnique, 64(9), 709-720.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- Ng, C. W. W., Choi, C. E., & Law, R. P. (2013). Longitudinal spreading of granular flow in trapezoidal channels. Geomorphology, 194, 84-93.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- Leung, A. K., & Ng, C. W. W. (2013). Seasonal movement and groundwater flow mechanism in an unsaturated saprolitic hillslope. Landslides, 10(4), 455-467.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- Wang, Y., Shi, J., & Ng, C. W. W. (2011). Numerical modeling of tunneling effect on buried pipelines. Canadian Geotechnical Journal, 48(7), 1125-1137.
- So, A. K., & Ng, C. W. W. (2010). Impact compression behaviors of high-capacity long piles. Canadian Geotechnical Journal, 47(12), 1335-1350.
- Zhou, G. G., & Ng, C. W. W. (2010). Numerical investigation of reverse segregation in debris flows by DEM. Granular matter, 12(5), 507-516.
- Zhou, G. G., & Ng, C. W. W. (2010). Dimensional analysis of natural debris flows. Canadian Geotechnical Journal, 47(7), 719-729.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- Ng, C. W. W., & Yung, S. Y. (2008). Determination of the anisotropic shear stiffness of an unsaturated decomposed soil. Géotechnique, 58(1), 23.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- Zhan, T. L., & Ng, C. W. (2006). Shear strength characteristics of an unsaturated expansive clay. Canadian Geotechnical Journal, 43(7), 751-763.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- Chiu, C. F., & Ng, C. W. W. (2003). A state-dependent elasto-plastic model for saturated and unsaturated soils. Géotechnique, 53(9), 809-830.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- Ng, C. W. W., & Yan, R. W. M. (1999). Three-dimensional modelling of a diaphragm wall construction sequence. Geotechnique, 49(6), 825-834.
- 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.
- Ng, C. W. W. (1999). Stress paths in relation to deep excavations. Journal of Geotechnical and Geo-environmental Engineering, ASCE. 125(5). 357-363.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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).
- 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.
- 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.