Three-dimensional slope stability analysis by slice methods

In order to analyze three-dimensional (3-D) slope stability, new 3-D slice methods are proposed by extending Fellenius method, the simplified Bishop method, the simplified Janbu method and Spencer’s method to three dimensions. Calculations are carried out to analyze 3-D effects on simple slopes that have a finite failure width. Applicability of these methods to practical cases and results of small-scale model tests are discussed.

Authors

Institutions

Publication Details

Published
2026-02-24
DOI
https://doi.org/10.1201/9781003763291-102
Citations
25
Primary Topic
Landslides and related hazards
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Three-dimensional slope stability analysis by slice methods

Keizō Ugai
25 citations
Landslides and related hazards
article

Three-dimensional slope stability analysis by slice methods

Keizō Ugai
article en
25 citations

Abstract

In order to analyze three-dimensional (3-D) slope stability, new 3-D slice methods are proposed by extending Fellenius method, the simplified Bishop method, the simplified Janbu method and Spencer’s method to three dimensions. Calculations are carried out to analyze 3-D effects on simple slopes that have a finite failure width. Applicability of these methods to practical cases and results of small-scale model tests are discussed.

Gunma University (JP), Kiryu University (JP)
Openalex Percentile: Top 98%
Landslides and related hazards
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Three-dimensional slope stability analysis by slice methods — Keizō Ugai · (2026) | TGRS Research Map | TGRS