Evaluating slope stability in forest uplands with deterministic and probabilistic models
Koler, T.E.
1998.
Evaluating slope stability in forest uplands with deterministic and probabilistic models.
Environmental and Engineering Geoscience. 4(2):185-194 (Summer 1998).
Keywords: slope stability, LISA, DLISA, Debris flows, Infinite slope equation, Stochastic simulation, probabilistic
Links:
HTML
Abstract:
Deterministic Level I Stability Analysis (DLISA) and
probabilistic Level I Stability Analysis (LISA) models provide
information for a slope stability analysis.
These computer codes have been developed, tested, and validated by
U.S. Department of Agriculture Forest Service researchers.
The purpose of this research was to provide engineers and scientists
a personal computer program for evaluating potential slope instability
within planning areas in forested uplands.
Physical soil values within the infinite slope equation are evaluated
within DLISA for possible frequency distributions.
LISA, the probabilistic computer program, adds a stochastic simulation by
the Monte Carlo method of these frequency distributions.
The result from these analyses is a probabilitu of slope failure.
Potential shallow landslides, such as debris flows, have been evaluated
since 1987 and can be predicted with DLISA and LISA.
Moscow FSL publication no. 1998f
|