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Modeling the evolution of natural cliffs subject to weathering. 1, Limit analysis approach

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Utili, S. and Crosta, G. B.. (2011) Modeling the evolution of natural cliffs subject to weathering. 1, Limit analysis approach. Journal of Geophysical Research, Vol.116 (Number F1). Article: F01016. ISSN 0148-0227

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Official URL: http://dx.doi.org/10.1029/2009JF001557

Abstract

Retrogressive landsliding evolution of natural slopes subjected to weathering has been modeled by assuming Mohr-Coulomb material behavior and by using an analytical method. The case of weathering-limited slope conditions, with complete erosion of the accumulated debris, has been modeled. The limit analysis upper-bound method is used to study slope instability induced by a homogeneous decrease of material strength in space and time. The only assumption required in the model concerns the degree of weathering within the slope, and for this we assumed and tested different weathering laws. By means of this method, the evolution of cliffs subject to strong weathering conditions (weathering-limited conditions) was predicted. The discrete succession of failures taking place was modeled taking into account the geometry assumed by slopes as a consequence of previous mass movements. The results have been compared with published data from long-term slope monitoring and show a good match between experimental observations and analytical predictions. The retrogressive evolution of the slope occurs with decreasing size of the unstable blocks, following a logarithmic volume-frequency relationship. A nonlinear relationship is found between mass flux and average slope gradient. A set of normalized solutions is presented both by nomograms and tables for different values of slope angle, cohesion, and internal friction angle.

Item Type: Journal Article
Subjects: Q Science > QA Mathematics
Q Science > QE Geology
T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Science > Engineering
Library of Congress Subject Headings (LCSH): Weathering -- Mathematical models, Landslides -- Mathematical models, Slopes (Physical geography) -- Mathematical models, Cliffs -- Mathematical models
Journal or Publication Title: Journal of Geophysical Research
Publisher: American Geophysical Union
ISSN: 0148-0227
Date: 10 March 2011
Volume: Vol.116
Number: Number F1
Number of Pages: 25
Page Range: Article: F01016
Identification Number: 10.1029/2009JF001557
Status: Peer Reviewed
Publication Status: Published
Access rights to Published version: Restricted or Subscription Access
Version or Related Resource: This item was also presented at the European Geosciences Union General Assembly 2009, Vienna, Austria, Apr 19-24, 2009.
References: Ahnert, F. (1970a), Brief description of a comprehensive three‐dimensional process‐response model of landform development, Z. Geomorphol. Suppl., 24, 11–22. Ahnert, F. (1970b), A comparison of theoretical slope models with slopes in the field, Z. Geomorphol. Suppl., 9, 88–101. Ahnert, F. (1970c), Functional relationships between denudation, relief and uplift in large mid‐latitude drainage basins, Am. J. Sci., 268, 243–263, doi:10.2475/ajs.268.3.243. Anderson, R. S., and N. F. Humphrey (1989). Interaction of weathering and transport processes in the evolution arid landscapes, in Quantitative Dynamic Stratigraphy, edited by T. A. Cross, pp. 349–361, Prentice Hall, Englewood Cliffs, N. J. Anderson, S. P., W. E. Dietrich, and G. H. Brimhall (2002), Weathering profiles, mass‐balance analysis, and rates of solute loss: Linkages between weathering and erosion in a small, steep catchment, Geol. Soc. Am. Bull., 114(9), 1143–1158. Andrews, D. J., and R. C. Bucknam (1987), Fitting degradation of shoreline scarps by a nonlinear diffusion model, J. Geophys. Res., 92(B12), 12,857–12,867, doi:10.1029/JB092iB12p12857. Bakker, J. P., and J. W. N. Le Heux (1946), Projective‐geometric treatment of O. Lehmann’s theory of the transformation of steep mountain slopes, Proc. K. Ned. Akad. Wet., 49, 533–547. Bakker, J. P., and J. W. N. Le Heux (1952), A remarkable new geomorphological law, Proc. K. Ned. Akad. Wet., Ser. B, 55, 399–410, 554–571. Bekaert, A. (1995), Improvement of the kinematic bound for the stability of a vertical cut‐off, Mech. Res. Commun., 22, 533–540, doi:10.1016/0093- 6413(95)00058-5. Carson, M. A., and M. J. Kirkby (1972), Hillslope Form and Process, 475 pp., Cambridge Univ. Press, Cambridge, U. K. Chase, C. G. (1992), Fluvial landsculpting and the fractal dimension of topography, Geomorphology, 5, 39–57, doi:10.1016/0169-555X(92) 90057-U. Chen, W. F. (1975), Limit Analysis and Soil Plasticity, Elsevier, Amsterdam. Colman, S. M., and K. Watson (1983), Ages estimated from a diffusion equation model for scarp degration, Science, 221, 263–265, doi:10.1126/ science.221.4607.263. Culling, W. E. H. (1963), Soil creep and the development of hillside slopes, J. Geol., 71, 127–161. Dawson, E. M., W. H. Roth, and A. Drescher (1999), Slope stability analysis by strength reduction, Geotechnique, 49, 835–840, doi:10.1680/ geot.1999.49.6.835. Dietrich, W. E., D. G. Bellugi, L. S. Sklar, J. D. Stock, A. M. Heimsath, and J. J. Roering (2003), Geomorphic transport laws for predicting landscape form and dynamics, in Prediction in Geomorphology, Geophys. Monogr. Ser., vol. 135, edited by P. Wilcock and R. Iverson, pp. 103–132, AGU, Washington, D.C., doi:10.1029/135GM09. Fernandes, N. F., and W. E. Dietrich (1997), Hillslope evolution by diffusive processes: The timescale for equilibrium adjustments, Water Resour. Res., 33(6), 1307–1318, doi:10.1029/97WR00534. Fisher, O. (1866), On the disintegration of a chalk cliff, Geol. Mag., 3, 354–356, doi:10.1017/S0016756800167573. Fredlund, D. G., and H. Rahardjo (1993), Soil Mechanics for Unsaturated Soils, 517 pp., Wiley, New York. Gostelow, T. P. (1974), Slope development in stiff overconsolidated clays, Ph.D thesis, Imperial College, Univ. of London, London. Hachinohe, S., N. Hiraki, and T. Suzuki (2000), Rates of weathering and temporal changes in strength of bedrock of marine terraces in Boso Peninsula, Japan, Eng. Geol. Amsterdam, 55, 29–43, doi:10.1016/ S0013-7952(99)00104-0. Hanks, T. C., and D. J. Andrews (1989), Effect of far‐field slope on morphologic dating of scarplike landforms, J. Geophys. Res., 94(B1), 565–573, doi:10.1029/JB094iB01p00565. Hanks, T. C., R. C. Bucknam, and K. R. Lajoie (1984), Modification of wave‐cut and faulting controlled landforms, J. Geophys. Res., 89(B7), 5771–5790, doi:10.1029/JB089iB07p05771. Heimsath, A. M., W. E. Dietrich, K. Nishiizumi, and R. C. Finkel (1997), The soil production function and landscape equilibrium, Nature, 388, 358–361, doi:10.1038/41056. Howard, A. D. (1994), A detachment‐limited model of drainage basin evolution, Water Resour. Res., 30, 2261–2285, doi:10.1029/94WR00757. Hutchinson, J. N. (1973), The response of London Clay cliffs to differing rates of toe erosion, Geol. Appl. Idrogeol., 7, 221–239. Hutchinson, J. N. (2001), Reading the ground: Morphology and geology in site appraisal, Q. J. Eng. Geol. Hydrogeol., 34, 7–50, doi:10.1144/ qjegh.34.1.7. Kimmance, G. C. (1988), Computer aided risk analysis of open pit mine slopes in kaolin mined deposits, Ph.D thesis, Univ. of London, London. Kirkby, M. J. (1971), Hillslope process‐response models based on the continuity equation, in Slopes, Form and Process, Inst. Br. Geogr. Spec. Pub., vol. 3, edited by D. Brunsden, pp. 15–30, Inst. of Br. Geogr., London. Kirkby, M. J. (1987), General models of long‐term slope evolution through mass movement, in Slope Stability, edited by M. G. Anderson and K. S. Richards, pp. 359–379, John Wiley, New York. Kooi, H., and C. Beaumont (1994), Escarpment evolution on highelevation rifted margins: Insights derived from a surface processes model that combines diffusion, advection, and reaction, J. Geophys. Res., 99(B6), 12,191–12,209, doi:10.1029/94JB00047. Koons, P. O. (1989), The topographic evolution of collisional mountain belts: A numerical look at the Southern Alps, New Zealand, Am. J. Sci., 289, 1041–1069, doi:10.2475/ajs.289.9.1041. Lehmann, O. (1933), Morphologische Theorie der Verwitterung von SteinschlagwÄanden, Vierteljahresschr. Naturforsch. Ges. Zurich, 78, 83–126. Leroueil, S., and P. R. Vaughan (1990), The general and congruent effects of structure in natural soils and weak rocks, Geotechnique, 40, 467–488, doi:10.1680/geot.1990.40.3.467. Lyamin, A. V., and S. W. Sloan (2002), Lower bound limit analysis using non‐linear programming, Int. J. Numer. Methods Eng., 55, 573–611, doi:10.1002/nme.511. Marques, E. A. G., E. V. Barroso, A. P. Menezes Filho, and E. do A. Vargas Jr. (2010), Weathering zones on metamorphic rocks from Rio de Janeiro— Physical, mineralogical and geomechanical characterization, Eng. Geol. Amsterdam, 111, 1–18, doi:10.1016/j.enggeo.2009.11.001. Martin, Y. (2000), Modelling hillslope evolution: Linear and non linear transport relations, Geomorphology, 34, 1–21, doi:10.1016/S0169- 555X(99)00127-0. Martin, Y., and M. Church (1997), Diffusion in landscape development models: On the nature of basic transport relations, Earth Surf. Processes Landforms, 22(3), 273–279, doi:10.1002/(SICI)1096-9837(199703) 22:3<273::AID-ESP755>3.0.CO;2-D. Martin, Y., and M. Church (2004), Numerical modelling of landscape evolution: Geomorphological perspectives, Prog. Phys. Geogr., 28(3), 317–339, doi:10.1191/0309133304pp412ra. Michalowski, R. (2002), Stability charts for uniform slopes. ASCE, J. Geotech. Geoenviron. Eng., 128, 351–355, doi:10.1061/(ASCE)1090-0241 (2002)128:4(351). Nash, D. B. (1980a), Forms of bluffs degraded for different lengths of time in Emmet County, Michigan, U.S.A, Earth Surf. Processes, 5, 331–345, doi:10.1002/esp.3760050405. Nash, D. B. (1980b), Morphologic dating of degraded normal fault scarps, J. Geol., 88, 353–360, doi:10.1086/628513. Pelletier, J. D., S. B. DeLong, A. H. Al‐Suwaidi, M. Cline, Y. Lewis, J. L. Psillas, and B. Yanites (2006), Evolution of the Bonneville shoreline scarp in west‐central Utah: Comparison of scarp‐analysis methods and implications for the diffusions model of hillslope evolution, Geomorphology, 74(1–4), 257–270, doi:10.1016/j.geomorph.2005.08.008. Pierce, K. L., and S. M. Colman (1986), Effect of height and orientation (microclimate) on geomorphic degradation rate and processes, late glacial terrace scarps in central Idaho, Geol. Soc. Am. Bull., 97, 869–885, doi:10.1130/0016-7606(1986)97<869:EOHAOM>2.0.CO;2. Radenkovic, D. (1961), Théorie des charges limites: Extension à la mécanique des sols, Publ. Sci. Tech. Minist. Air (Fr.), 116. Rao, S. M. (1996), Role of apparent cohesion in the stability of Dominican allophane soil slopes, Eng. Geol. Amsterdam, 43, 265–279, doi:10.1016/ S0013-7952(96)00036-1. Roering, J. J., J. W. Kirchner, and W. E. Dietrich (1999), Evidence for nonlinear, diffusive sediment transport on hillslopes and implications for landscape morphology, Water Resour. Res., 35(3), 853–870, doi:10.1029/ 1998WR900090. Roering, J. J., J. W. Kirchner, and W. E. Dietrich (2001a), Hillslope evolution by nonlinear, slope‐dependent transport: Steady state morphology and equilibrium adjustment timescales, J. Geophys. Res., 106, 16,499–16,513, doi:10.1029/2001JB000323. Roering, J. J., J. W. Kirchner, L. S. Sklar, and W. E. Dietrich (2001b), Hillslope evolution by nonlinear creep and landsliding: An experimental study, Geology, 29(2), 143–146, doi:10.1130/0091-7613(2001) 029<0143:HEBNCA>2.0.CO;2. Scheidegger, A. E. (1961), Mathematical models of slope development, Geol. Soc. Am. Bull., 72, 37–50, doi:10.1130/0016-7606(1961)72[37: MMOSD]2.0.CO;2. Shield, R. T., and D. C. Drucker (1953), The application of limit analysis to punch indentation problems, J. Appl. Mech., 20, 453–460. Taylor, D.W. (1948), Fundamentals of SoilMechanics, JohnWiley, NewYork. Utili, S. (2005), An analytical relationship for weathering induced slope retrogression: A benchmark, Ital. Geotech. J., 39(2), 9–30. Utili, S. (2006), Evolution of natural slopes subject to weathering: An analytical and numerical study, Ph.D thesis, Politecnico di Milano, Milan, Italy. Utili, S., and G. B. Crosta (2011), Modeling the evolution of natural cliffs subject to weathering: 2. Discrete element approach, J. Geophys. Res., 116, F01017, doi:10.1029/2009JF001559. Utili, S., and R. Nova (2007), On the optimal profile of a slope, Soil Found., 47, 717–729. Utili, S., and R. Nova (2008), DEM analysis of bonded granular geomaterials, Int. J. Numer. Anal. Methods Geomech., 32, 1997–2031, doi:10.1002/nag.728. Viratjandr, C., and R. L. Michalowski (2006), Limit analysis of submerged slopes, Can. Geotech. J., 43, 802–814, doi:10.1139/T06-042. Wallace, R. E. (1980), Degradation of the Hegben Lake fault scarps of 1959, Geology, 8, 225–229, doi:10.1130/0091-7613(1980)8<225: DOTHLF>2.0.CO;2. Wang, Y. H., and S. C. Leung (2008), Characterization of cemented sand by experimental and numerical investigations, J. Geotech. Geoenviron. Eng., 134, 992–1004, doi:10.1061/(ASCE)1090-0241(2008)134:7(992). White, A. F., and S. L. Brantley (2003), The effect of time on the weathering of silicate minerals: Why do weathering rates differ in the laboratory and field?, Chem. Geol., 202(3–4), 479–506, doi:10.1016/j. chemgeo.2003.03.001. White, A. F., M. S. Schulz, D. V. Vivit, A. E. Blum, D. A. Stonestrom, and S. P. Anderson (2008), Chemical weathering of a marine terrace chronosequence, Santa Cruz, California I: Interpreting rates and controls based on soil concentration‐depth profiles, Geochim. Cosmochim. Acta, 72, 36–68, doi:10.1016/j.gca.2007.08.029. White, A. F., M. S. Schulz, D. A. Stonestrom, D. V. Vivit, J. Fitzpatrick, T. D. Bullen, K. Maher, and A. E. Blum (2009), Chemical weathering of a marine terrace chronosequence, Santa Cruz, California. Part II: Solute profiles, gradients and the comparisons of contemporary and longterm weathering rates, Geochim. Cosmochim. Acta, 73, 2769–2803, doi:10.1016/j.gca.2009.01.029. Willgoose, G., R. Bras, and I. Rodriguez‐Iturbe (1991), Results from a new model of river basin evolution, Earth Surf. Processes Landforms, 16, 237–254, doi:10.1002/esp.3290160305. Yokota, S., and A. Iwamatsu (2000), Weathering distribution in a steep slope of soft pyroclastic rocks as an indicator of slope instability, Eng. Geol. Amsterdam, 55, 57–68, doi:10.1016/S0013-7952(99)00106-4. Zheng, H., D. F. Liu, and C. G. Li (2005), Slope stability analysis based on elasto‐plastic finite element method, Int. J. Numer. Methods Eng., 64, 1871–1888, doi:10.1002/nme.1406. Zhu, M., and R. L. Michalowski (2005), Shape factors for limit loads on square and rectangular footings, J. Geotech. Geoenviron. Eng., 131, 223–231, doi:10.1061/(ASCE)1090-0241(2005)131:2(223).
URI: http://wrap.warwick.ac.uk/id/eprint/40549

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