Evaluating slope stability in forest uplands with deterministic and probabilistic models

Authors
Citation
Te. Koler, Evaluating slope stability in forest uplands with deterministic and probabilistic models, ENV ENG GEO, 4(2), 1998, pp. 185-194
Citations number
34
Categorie Soggetti
Earth Sciences","Geological Petroleum & Minig Engineering
Journal title
ENVIRONMENTAL & ENGINEERING GEOSCIENCE
ISSN journal
10787275 → ACNP
Volume
4
Issue
2
Year of publication
1998
Pages
185 - 194
Database
ISI
SICI code
1078-7275(199822)4:2<185:ESSIFU>2.0.ZU;2-V
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 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.