Abstract
It is important to simulate the shear deformation of a slope under rainfall to predict the onset of rainfall-induced landslides. Monitoring of deformation and soil–water characteristics in a sandy slope model under artificial rainfall was conducted to establish a prediction method for shear deformation of the slope due to rainfall infiltration and the onset of a rainfall-induced landslide. A hyperbolic relationship between the shear strain and the pore pressure at the same depth was identified from the analysis of the monitored data. A time-prediction method of the shear strain in the slope was established based on the relation as follows. Regression analyses of the shear strain—the pore pressure relationship at any given time before the failure of the slope—and the time—the pore pressure relationship at the same time—were conducted first. Combining both equations produced an equation for the relationship between the time and the shear strain. The equation simulated the time variation of shear strain in the slope relatively well. Then, an equation for the relationship between the time and the inverse of the shear strain velocity was derived by differentiating the equation for the relationship between the time and the shear strain. This time-prediction method predicts the failure time relatively well, especially at deeper soil layers in the slope when the shear deformation proceeds with the smooth increase of positive pore pressure. The shear strain cannot follow rapid jumping up of the pore pressure. The results showed that the procedure described above could be applicable for the prediction of the time variation of shear deformation and the failure time of the slope.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Bordoni M, Meisina C, Valentino R, Lu N, Bitteli M, Chersich S (2015) Hydrological factors affecting rainfall-induced shallow landslides: from the field monitoring to a simplified slope stability analysis. Eng Geol 193:19–37
Caine N (1980) The rainfall intensity-duration control of shallow landslides and debris flows. Geogr Ann Ser A Phys Geogr 62:23–27
Facchinei F, Kanzow C (1997) A nonsmmoth inexact Newton method for the solution of large-scale nonlinear complementarity problems. Math Program 76:493–512
Fukuzono T (1985) A new method for predicting the failure time of a slope. In: Proceedings of IVth international conference and field workshop on landslides, Tokyo, Japan, pp 145–150
Guzzetti F, Peruccacci S, Rossi M, Stark C (2007) Rainfall thresholds for the initiation of landslides in central and southern Europe. Meteorol Atmos Phys 98:239–267
MLIT, IDI Japan (2004) Guidelines for development of warning and evacuation system against sediment disasters in developing countries. http://www.mlit.go.jp/sogoseisaku/inter/keizai/gijyutu/pdf/sediment_e.pdf. Last accessed 26 Aug 2016
Osanai N, Tomita Y, Akiyama K, Matsushita T (2009) Reality of cliff failure disaster. Technical note of National Institute for Land and Infrastructure Management No.530, pp 69–74 (in Japanese)
Saito M (1965) Forecasting the time of occurrence of a slope failure. In: Proceedings of 6th international conference on soil mechanics and foundation engineering, Montreal, Canada, vol 2, pp 537–541
Sasahara K, Sakai N (2014) Development of shear deformation due to the increase of pore pressure in a sandy model slope during rainfall. Eng Geol 170:43–51
Uchida T, Nishimoto H, Osanai N, Shimizu T (2009) Countermeasures for sediment-related disasters in Japan using Hazard Maps. Int J Erosion Control Eng 2(2):46–53
Varnes DJ (1982) Time-deformation relations in creep to failure of earth materials. In: Proceedings of 7th southeast Asian geotechnical conference, vol 2, pp 107–130
Voight B (1988) A relation to describe rate-dependent material failure. Science 243:200–203
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2017 Springer International Publishing AG
About this paper
Cite this paper
Sasahara, K. (2017). Time-Prediction Method of the Onset of a Rainfall-Induced Landslide Based on the Monitoring of Shear Strain and Pore Pressure. In: Mikoš, M., Arbanas, Ž., Yin, Y., Sassa, K. (eds) Advancing Culture of Living with Landslides. WLF 2017. Springer, Cham. https://doi.org/10.1007/978-3-319-53487-9_10
Download citation
DOI: https://doi.org/10.1007/978-3-319-53487-9_10
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-53486-2
Online ISBN: 978-3-319-53487-9
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)