Landslide triggering by rain infiltration

Landsliding in response to rainfall involves physical processes that operate on disparate timescales. Relationships between these timescales guide development of a mathematical model that uses reduced forms of Richards equation to evaluate effects of rainfall infiltration on landslide occurrence, timing, depth, and acceleration in diverse situations. The longest pertinent timescale is A/D0, where D0 is the maximum hydraulic diffusivity of the soil and A is the catchment area that potentially affects groundwater pressures at a prospective landslide slip surface location with areal coordinates x, y and depth H. Times greater than A/D0 are necessary for establishment of steady background water pressures that develop at (x, y, H) in response to rainfall averaged over periods that commonly range from days to many decades. These steady groundwater pressures influence the propensity for landsliding at (x, y, H), but they do not trigger slope failure. Failure results from rainfall over a typically shorter timescale H2/D0 associated with transient pore pressure transmission during and following storms. Commonly, this timescale ranges from minutes to months. The shortest timescale affecting landslide responses to rainfall is H/g , where g is the magnitude of gravitational acceleration. Postfailure landslide motion occurs on this timescale, which indicates that the thinnest landslides accelerate most quickly if all other factors are constant. Effects of hydrologic processes on landslide processes across these diverse timescales are encapsulated by a response function, R(t*) = t*/π exp (−1/t*) − erfc (1/t*) , which depends only on normalized time, t*. Use of R(t*) in conjunction with topographic data, rainfall intensity and duration information, an infinite‐slope failure criterion, and Newton's second law predicts the timing, depth, and acceleration of rainfall‐triggered landslides. Data from contrasting landslides that exhibit rapid, shallow motion and slow, deep‐seated motion corroborate these predictions.

[1]  J. Bear Dynamics of Fluids in Porous Media , 1975 .

[2]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[3]  Roger E. Smith,et al.  Mathematical simulation of interdependent surface and subsurface hydrologic processes , 1983 .

[4]  G. Ampt,et al.  Studies on Soil Physics: Part II — The Permeability of an Ideal Soil to Air and Water , 1912, The Journal of Agricultural Science.

[5]  T. Liang,et al.  RECOGNITION AND IDENTIFICATION , 1978 .

[6]  G. Wieczorek,et al.  Effect of rainfall intensity and duration on debris flows in central Santa Cruz Mountains, California , 1987 .

[7]  R. Iverson,et al.  Debris-flow initiation experiments using diverse hydrologic triggers , 1997 .

[8]  K. Terzaghi,et al.  Mechanism of Landslides , 1950 .

[9]  Rex L. Baum,et al.  Geology, hydrology, and mechanics of a slow-moving, clay-rich landslide, Honolulu, Hawaii , 1995 .

[10]  Donald W. Taylor,et al.  Fundamentals of soil mechanics , 1948 .

[11]  R. Iverson,et al.  U. S. Geological Survey , 1967, Radiocarbon.

[12]  M. Biot General Theory of Three‐Dimensional Consolidation , 1941 .

[13]  R. Clark,et al.  Landslide Hazards Associated With Flash-Floods, with Examples from The December 1999 Disaster in Venezuela , 2001 .

[14]  William C. Haneberg Observation and analysis of pore pressure fluctuations in a thin colluvium landslide complex near Cincinnati, Ohio , 1991 .

[15]  Frederick J. Swanson,et al.  6 Complex mass-movement terrains in the western Cascade Range, Oregon , 1977 .

[16]  L. A. Richards Capillary conduction of liquids through porous mediums , 1931 .

[17]  L. Rosenhead Conduction of Heat in Solids , 1947, Nature.

[18]  Serge Leroueil,et al.  Importance of Strain Rate and Temperature Effects in Geotechnical Engineering , 1996 .

[19]  David R. Montgomery,et al.  A process-based model for colluvial soil depth and shallow landsliding using digital elevation data , 1995 .

[20]  R. Sidle A theoretical model of the effects of timber harvesting on slope stability , 1992 .

[21]  S. Dreiss,et al.  Hydrologic Factors Triggering a Shallow Hillslope Failure , 1988 .

[22]  R. Sidle,et al.  A distributed slope stability model for steep forested basins , 1995 .

[23]  Jon J. Major,et al.  Rainfall, ground-water flow, and seasonal movement at Minor Creek landslide, northwestern California: Physical interpretation of empirical relations , 1987 .

[24]  K. Beven Kinematic subsurface stormflow , 1981 .

[25]  R. Soeters,et al.  Slope instability recognition, analysis, and zonation , 1996 .

[26]  W. Green,et al.  Studies on Soil Phyics. , 1911, The Journal of Agricultural Science.

[27]  R. Iverson Groundwater flow fields in infinite slopes. , 1990 .

[28]  D. Montgomery,et al.  A physically based model for the topographic control on shallow landsliding , 1994 .

[29]  G. Pantelis,et al.  Unsaturated and Saturated Flow Through a Thin Porous Layer on a Hillslope , 1985 .

[30]  S. P. Anderson,et al.  Unsaturated zone processes and the hydrologic response of a steep, unchanneled catchment , 1998 .

[31]  N. Caine,et al.  The Rainfall Intensity - Duration Control of Shallow Landslides and Debris Flows , 1980 .

[32]  Richard M. Iverson,et al.  Unsteady, Nonuniform Landslide Motion: 2. Linearized Theory and the Kinematics of Transient Response , 1986, The Journal of geology.

[33]  D. L. Johnson,et al.  The equivalence of quasistatic flow in fluid‐saturated porous media and Biot’s slow wave in the limit of zero frequency , 1981 .

[34]  S. P. Anderson,et al.  Hydrologic response of a steep, unchanneled valley to natural and applied rainfall , 1997 .

[35]  S. H. Cannon,et al.  Rainfall that triggered abundant debris avalanches in the San Francisco Bay region, California during the storm of January 3-5, 1982 , 1983 .

[36]  R. Gillham The capillary fringe and its effect on water-table response , 1984 .

[37]  Richard M. Iverson,et al.  Debris-flow mobilization from landslides , 1997 .

[38]  Mark E. Reid A Pore-Pressure Diffusion Model for Estimating Landslide-Inducing Rainfall , 1994, The Journal of Geology.