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 b
y 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 C
arlo method of these frequency distributions, The result from these analyse
s is a probability of slope failure, Potential shallow landslides, such as
debris flows, have been evaluated since 1987 and can be predicted with DLIS
A and LISA.