Abstract
This research combines field, laboratory and numerical investigations to estimate the development of a wetting front within a 1.2 m residual soil mantle on a steep forested slope during rainfall events. The field-monitored variations in matric suction due to rain-water infiltration during various events revealed that the maximum infiltration rate was much higher when the wetting front resided in the upper 20 cm of soil compared to the case when the wetting front advanced to depths > 20 cm. Laboratory investigations on soil hydraulic properties (i.e., soil water characteristic curve, and hydraulic conductivity) were useful to establish the parameters of a multilayer finite-element model for one-dimensional vertical infiltration. These parameters were subsequently calibrated by matching the predicted and field measured transient pore water pressure responses during actual rainstorms with irregular rainfall patterns. The calibrated simulation model was used to assess the migration of the wetting front under uniform rainfall with different intensities. Based on the numerical results, a hyperbolic equation was developed to predict the duration of uniform rainfall required for the propagation of wetting front to a certain depth for a given rainfall intensity. The proposed equation was subsequently tested against field-monitored advancements of the wetting front during real rainstorms with variable rainfall intensity.
Similar content being viewed by others
References
American Society for Testing, Materials (ASTM) (1994a) Standard classification of soils for engineering purposes (unified soil classification system). (D2487-93). West Conshohocken, PA
American Society for Testing, Materials (ASTM) (1994b) Standard test method for measurement of moisture characteristic curve using a tempe cell. (D2325-68). West Conshohocken, PA
American Society for Testing, Materials (ASTM) (1995) Standard test method for permeability of granular soils (constant head). (D2434-68). West Conshohocken, PA
Cho SE, Lee SR (2001) Instability of unsaturated soil slopes due to infiltration. Comput Geotech 28:185–208
Cho SE, Lee SR (2002) Evaluation of surficial stability for homogeneous slopes considering rainfall characteristics. J Geotech Geoenviron Eng ASCE 128(9):756–763
Collins BD, Znidarcic D (2004) Stability analyses of rainfall induced landslides. J Geotech Geoenviron Eng ASCE 130(4):362–372
Farrel DA, Larson WE (1972) Modelling the pore structure of porous media. Water Resour Res 3:699–706
Fourie AB, Rowe D, Blight GE (1999) The effect of infiltration on the stability of the slopes of a dry ash dump. Geotechnique 49(1):1–13
Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New York
Fredlund DG, Xing A, Huang S (1994) Predicting the permeability functions for unsaturated soils using the soil–water characteristic curve. Can Geotech J 31(4):533–546
Green RE, Corey JC (1971) Calculation of hydraulic conductivity: A further evaluation of some predictive methods. Soil Sci Soc Am Proc 35:3–8
Gasmo JM, Rahardjo H, Leong EC (2000) Infiltration effects on stability of a residual soil slope. Comput Geotech 26:145–165
GEO-SLOPE International Ltd (2001) Computer program SEEP/W-for finite element seepage analysis. User’s guide, Version 5, Calgary
Green WH, Ampt GA (1911) Studies of soil physics I. The flow of air and water through soils. J Agric Sci 4:1–24
Iverson RM (2000) Landslide triggering by rain infiltration. Water Resour Res 36:1897–1910
Kim J, Jeong S, Park S, Sharma J (2004) Influence of rainfall-induced wetting on the stability of slopes in weathered soils. Eng Geol 75:251–262
Krahn J, Fredlund DG, Klassen MJ (1989) Effect of soil suction on slope stability at Notch Hill. Can Geotech J 26: 269–278
Leong EC, Rahardjo H (1997) Review of soil–water characteristic curve equations. J Geotech Geoenviron Eng ASCE 123(12):1106–1117
Li AG, Yue ZQ, Tham LG, Lee CF, Law KT (2005) Field-monitored variations of soil moisture and matric suction in a saprolite slope. Can Geotech J 42(1):13–26
Lim TT, Rahardjo H, Chang MF, Fredlund DG (1996) Effect of rainfall on matric suctions in a residual soil slope. Can Geotech J 33:618–628
Lumb PB (1975) Slope failures in Hong Kong. Q J Eng Geol 8:31–65
O’Kane M, Wilson GW, Barbour SL (1998) Instrumentation and monitoring of an engineered soil cover system for mine waste rock. Can Geotech J 35:828–846
Rahardjo H, Lim TT, Chang MF, Fredlund DG (1995) Shear-strength characteristics of a residual soil. Can Geotech J 32(1):60–77
Rahardjo H, Chang MF, Lim TT (1996) Stability of residual soil slopes as affected by rainfalls. In: Proceedings of the 7th international symposium on landslides, Trondheim, Norway, Balkema, Rotterdam, pp 1109–1114
Rahardjo H, Lee TT, Leong EC, Rezaur RB (2005) Response of a residual soil slope to rainfall. Can Geotech J 42:340–351
Reid ME, Nielsen HP, Dreiss SJ (1988) Hydrologic factors triggering a shallow hillslope failure. Assn Eng Geol Bull 25(3):349–361
Sidle RC, Ochiai H (2006) Landslides: Processes, prediction and land use. Am Geophysical Union, Water Resour Monograph No. 18, AGU, Washington, 312 p
Sidle RC, Swanston DN (1982) Analysis of a small debris slide in coastal Alaska. Can Geotech J 19:167–174
Tsai TL (2007) The influence of rainstorm pattern on shallow landslide. Environ Geol. doi:10.1007/s00254-007-0767-x
Tsai TL, Yang JC (2006) Modeling of rainfall-triggered shallow landslide. Environ Geol 50:525–534
Tsaparas I, Rahardjo H, Toll DG, Leong EC (2002) Controlling parameters for rainfall-induced landslides. Comput Geotech 29:1–27
van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44:892–898
Varnes DJ (1984) Landslide hazard zonation: a review of principle and practice. Natural Hazards 3, UNESCO, Paris, France, 63 pp
Zhang J, Jiao JJ, Yang J (2000) In situ rainfall infiltration studies at a hillside in Hubei Province, China. Eng Geol 57(1):31–38
Acknowledgments
The present work was supported by the Grant-in-Aid for Scientific Research No. P04298 offered by the Ministry of Education, Culture, Sports, Science and Technology (MEXT) of Japan. The first author gratefully acknowledges the Japan Society for the Promotion of Science (JSPS) Postdoctoral Research Fellowship. Additional funding for this research was provided through a JSPS grant (#16380102) to the second author and from Japan Science and Technology Agency, CREST project.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Trandafir, A.C., Sidle, R.C., Gomi, T. et al. Monitored and simulated variations in matric suction during rainfall in a residual soil slope. Environ Geol 55, 951–961 (2008). https://doi.org/10.1007/s00254-007-1045-7
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00254-007-1045-7