References
- Alonso, E. and Pinyol, N., 2012. Slope stability under rapid drawdown conditions. Barcelona: Universitat Politècnica de Catalunya.
- Alvarez, L.V. and Schmeeckle, M.W., 2013. Erosion of river sandbars by diurnal stage fluctuations in the Colorado River in the Marble and Grand Canyons: full-scale laboratory experiments. River Research and Applications, 29, 839–854. doi: 10.1002/rra.2576
- Berilgen, M., 2007. Investigation of stability of slopes under drawdown conditions. Computers and Geotechnics, 34 (2), 81–91. doi: 10.1016/j.compgeo.2006.10.004
- Cai, F., and Ugai, K, 2004. Numerical analysis of rainfall effects on slope stability. International Journal of Geotechnics – American Society of Civil Engineers, 4 (2), 69–78.
- Dapporto, S., et al., 2003. Mechanisms of riverbank failure along the Arno River, Central Italy. Earth Surface Processes and Landforms, 28, 1303–1323. doi: 10.1002/esp.550
- Darby, S.E. and Thorne, C.R, 1996. Development and testing of river-bank stability analysis. Journal of Hydraulic Engineering, 122 (8), 443–454. doi: 10.1061/(ASCE)0733-9429(1996)122:8(443)
- Darby, S.E., Rinaldi, M., and Dapporto, S, 2007. Coupled simulations of fluvial erosion and mass wasting for cohesive river banks. Journal of Geophysical Research, 112 (F3), 1–15. doi: 10.1029/2006JF000722
- Desai, C.S., 1977. Drawdown analysis of slopes by numerical methods. Journal of Geotechnical Engineering – Proceedings of American Society of Civil Engineers, 109 (7), 946–960.
- Duncan, J.M, 1996. State of the art: limit equilibrium and finite element analysis of slopes. Journal of Geotechnical Engineering – American Society of Civil Engineers, 122 (7), 577–597. doi: 10.1061/(ASCE)0733-9410(1996)122:7(577)
- Fox, G.A., et al., 2006. Sediment transport model for seepage erosion of stream bank sediment. Journal of Hydrologic Engineering, 11 (6), 603–611. doi: 10.1061/(ASCE)1084-0699(2006)11:6(603)
- Fox, G.A., et al., 2007. Measuring stream bank erosion due to ground water seepage: correlation to bank pore water pressure, precipitation and stream stage. Earth Surface Processes and Landforms, 32 (10), 1558–1573. doi: 10.1002/esp.1490
- Fredlund, D.G., Morgenstern, N.R., and Widger, A, 1978. Shear strength of unsaturated soils. Canadian Geotechnical Journal, 15, 313–21. doi: 10.1139/t78-029
- Griffiths, D.V. and Lane, P. A, 1999. Slope Stability analysis by finite elements. Geotechnique, 49 (3), 387–403. doi: 10.1680/geot.1999.49.3.387
- Huang, M. and Jia, C. Q, 2009. Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage. Computers and Geotechnics, 36 (1–2), 93–101. doi: 10.1016/j.compgeo.2008.03.006
- Lane, P.A. and Griffiths, D. V, 1999. Slope stability analysis by finite elements. Geotechnique, 49 (3), 387–403. doi: 10.1680/geot.1999.49.3.387
- Lane, P.A. and Griffiths, D. V, 2000. Assessment of Stability of slopes under drawdown conditions. Journal of Geotechnical and Geo-Environmental Engineering, 126 (5), 443–450. doi: 10.1061/(ASCE)1090-0241(2000)126:5(443)
- Lindow, N., Fox, G.A., and Evans, R.O., 2009. Seepage erosion in layered stream bank material. Earth Surface Processes and Landforms, 34, 1693–1701. doi: 10.1002/esp.1874
- Matsui, T., and San, K.C., 1992. Finite element slope stability analysis by shear strength reduction technique. Soils and Foundation, 32 (1), 59–70. doi: 10.3208/sandf1972.32.59
- Nardi, L., Rinaldi, M., and Solari, L., 2009. Experimental observations on the retreat of non-cohesive river banks. In: C. Vionnet et al., eds. River coastal and estuarine morphodynamics: RCEM 2009, Proceedings RCEM 2009 symposium, 21–25 September 2009, Santa Fe, Argentina: Taylor & Francis Group, 89–95.
- Nardi, L., Rinaldi, M., and Solari, L., 2011. An experimental investigation on mass failure occurring in a river bank composed of sandy gravel. Geomorphology, 163–164, 56–69.
- Pinyol, N.M., et al., 2012. Canelles landslide: modelling rapid drawdown and fast potential sliding. Landslides, 9 (1), 33–51. doi: 10.1007/s10346-011-0264-x
- Rinaldi, M. and Casagli, N, 1999. Stability of stream banks formed in partially saturated soils and effects of negative pore water pressures: the Sieve River (Italy). Geomorphology, 26, 253–277. doi: 10.1016/S0169-555X(98)00069-5
- Rinaldi, M. and Darby S.E. 2008. Modelling river-bank-erosion processes and mass failure mechanisms: progress towards fully coupled simulations. In: H. Habersack, H. Piegay, and M. Rinaldi, eds. Gravel-bed rivers 6 – from process understanding to river restoration, Series Developments in Earth Surface Processes. Vol. 11, Amsterdam: Elsevier, 213–239.
- Rinaldi, M., et al., 2004. Monitoring and modelling of pore water pressure changes and riverbank stability during flow events. Earth Surface Processes and Landforms, 29, 237–254. doi: 10.1002/esp.1042
- Simon, A., et al., 2000. Bank and near-bank processes in an incised channel. Geomorphology, 35, 193–217. doi: 10.1016/S0169-555X(00)00036-2
- Soares-Frazao, S., et al., 2007. Dam-break induced morphological changes in a channel with uniform sediments: measurements by a laser-sheet imaging technique. Journal of Hydraulic Research, 45, 87–95. Extra Issue.
- Spinewine, B., et al., 2002. Experiments and computations of bank line retreat due to geomorphic dam-break floods. In: Proceedings of river flow 2002: Louvain-la-Neuve, Belgium, September, 1, 651–661.
- Wilson, G.V., et al., 2007. Seepage erosion properties contributing to stream bank failure. Earth Surface Processes and Landforms, 32 (3), 447–459. doi: 10.1002/esp.1405
- Yin, Y., Huang, B., and Wang, W., 2016. Reservoir-induced landslides and risk control in three gorges project on Yangtze River, China. Journal of Rock Mechanics and Geotechnical Engineering, 8 (5), 577–595. doi: 10.1016/j.jrmge.2016.08.001
- Zienkiewics, O.C., Humpheson, C., and Lewis, R.W., 1975. Associated and non-associated viscoelasticity and plasticity in soil mechanics. Geotechnique, 25 (4), 671–689. doi: 10.1680/geot.1975.25.4.671
- Zhang, L., et al., 2012. Investigation of Phreatic Line in Layered Slope under Drawdown Condition. 05, 1249-1256.