Landslide triggering by rain infiltration

1.6kCitations
Citations of this article
1.1kReaders
Mendeley users who have this article in their library.

This article is free to access.

Abstract

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.

References Powered by Scopus

CLOSED-FORM EQUATION FOR PREDICTING THE HYDRAULIC CONDUCTIVITY OF UNSATURATED SOILS.

22314Citations
N/AReaders
Get full text

General theory of three-dimensional consolidation

8716Citations
N/AReaders
Get full text

Theory of Propagation of Elastic Waves in a Fluid-Saturated Porous Solid

7096Citations
N/AReaders
Get full text

Cited by Powered by Scopus

Changes in climate extremes and their impacts on the natural physical environment

1934Citations
N/AReaders
Get full text

River discharge to the coastal ocean: A global synthesis

1542Citations
N/AReaders
Get full text

Recommendations for the quantitative analysis of landslide risk

985Citations
N/AReaders
Get full text

Register to see more suggestions

Mendeley helps you to discover research relevant for your work.

Already have an account?

Cite

CITATION STYLE

APA

Iverson, R. M. (2000). Landslide triggering by rain infiltration. Water Resources Research, 36(7), 1897–1910. https://doi.org/10.1029/2000WR900090

Readers' Seniority

Tooltip

PhD / Post grad / Masters / Doc 448

64%

Researcher 144

21%

Professor / Associate Prof. 70

10%

Lecturer / Post doc 33

5%

Readers' Discipline

Tooltip

Earth and Planetary Sciences 322

45%

Engineering 276

38%

Environmental Science 105

15%

Agricultural and Biological Sciences 16

2%

Article Metrics

Tooltip
Mentions
News Mentions: 1

Save time finding and organizing research with Mendeley

Sign up for free