Page 149 - Numerical Analysis and Modelling in Geomechanics

130 C.W.W.NG AND Q.SHI
2 Fukuoka, M. (1980) Landslides associated with rainfall. Geotechnical Engineering
Journal, Southeast Asia Society of Soil Engineering, 11, 1–29.
3 Premchitt, J., Brand, E.W. and Phillipson, H.B. (1986). Landslides caused by rapid
groundwater changes. Groundwater in Engineering Geology, Proceedings of 21st
Annual Conference Engineering Group of Geological Society, London, 87–94.
4 Wolle, C.M. and Hachich, W. (1989). Rain-induced landslides in south-eastern
Brazil. Proceedings of 12th International Conference on Soil Mechanics &
Foundation Engineering, Rio de Janeiro, Vol. 3, 1639–1644.
5 Fourie, A.B. (1996). Predicting rainfall-induced slope instability. Geotechnical
Engineering, Proceedings of the Institution of Civil Engineers, 119, 211–218.
6 Lim, T.T., Rahardjo, H., Chang, M.F. and Fredlund, D.G. (1996). Effect of rainfall
on matrix suctions in residual soil slope. Canadian Geotechnical Journal, 33,
618–628.
7 Fredlund, D.G. and Rahardjo, H. (1993). Soil mechanics for unsaturated soils. John
Wiley & Sons.
8 Lumb, P.B. (1975). Slope failures in Hong Kong. Quarterly Journal of Engineering
Geology, London, 8, 31–65.
9 Lumb, P.B. (1962). Effects of rainstorms on slope stability. Symposium on Hong
Kong Soils, Hong Kong, 73–87.
10 Leach, B. and Herbert, R. (1982). The genesis of anumerical model for the study of
the hydrology of a steep hillside in Hong Kong. Quarterly Journal of Engineering
Geology, London, 15, 243–259.
11 Anderson, M.G. and Pope, R.G. (1984). The incorporation of soil water physics
models into geotechnical studies of landslide behaviour. Proceedings of the 4th
International Symposium on Landslides , vol. 4, 349–353.
12 Lam, L., Fredlund, D.G. and Barbour, S.L. (1987). Transient seepage model for
saturated-unsaturated soil systems: a geotechnical engineering approach. Canadian
Geotechnical Journal, 24, 565–580.
13 Pradel, D. and Raad, G. (1993). Effect of permeability on surficial stability of
homogenous slopes. Journal of Geotechnical Engineering Division, American
Society of Civil Engineers, 119, No. 2, 315–332.
14 Thomas, H.R. and Rees, S.W. (1994). Seasonal ground movement in unsaturated
clay: an examination of field behaviour. Géotechnique, Vol. 44, No. 2, 353–358.
15 Thomas, H.R. and He, Y. (1995). Analysis of coupled heat moisture and air
transfer in a deformable unsaturated soil. Géotechnique, Vol. 45, No. 4, 677–689.
16 Matyas, E.L. and Radhakrishna, H.S. (1968). Volume change characteristics of
partially saturated soils. Géotechnique, Vol. 18, No. 4, 432–448.
17 Fredlund, D.G. and Morgenstern, N.R. (1977). Stress state variables for unsaturated
soils. Journal of Geotechnical Engineering Division, American Society of Civil
Engineers, 103, No. 5, 447–466.
18 Fredlund, D.G., Morgenstern, N.R. and Widger, A. (1978). Shear strength of
unsaturated soils. Canadian Geotechnical Journal, 15, 313–321.
19 Gan, J.K.M. and Fredlund, D.G. (1996). Direct shear and triaxial testing of a Hong
Kong soil under saturated and unsaturated conditions. GEO Report No. 46.
Geotechnical Engineering Office, Hong Kong Government.
20 Gan, J.K.M., Fredlund, D.G. and Rahardjo, H. (1988). Determination of the shear
strength parameters of an unsaturated soil using the direct shear test. Canadian
Geotechnical Journal, 25, 500–510.