๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

A new approach for the slope stability analysis

โœ Scribed by Hongjie Yang; Jianhua Wang; Yanqing Liu


Publisher
Elsevier Science
Year
2001
Tongue
English
Weight
965 KB
Volume
28
Category
Article
ISSN
0093-6413

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Slope stability analysis for earthquakes
โœ Ashok K. Chug ๐Ÿ“‚ Article ๐Ÿ“… 1982 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 722 KB

## Abstract The method of slices commonly used for estimating static stability of natural slopes and embankments is extended to include the dynamic effects due to earthquake loading. The equation of motion of a typical slice along a path different from its base is derived. The calculations of displ

Stability charts for pseudo-static slope
โœ R. Baker; R. Shukha; V. Operstein; S. Frydman ๐Ÿ“‚ Article ๐Ÿ“… 2006 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 679 KB

Most design manuals and codes recommend a simple pseudo-static approach for analysis of slope stability under seismic conditions. Exceptions to this recommendation include problems involving liquefaction, soils exhibiting significant strength loss under cyclic loading, and exceptionally large earthq

A simplex analysis of slope stability
โœ J.P. Bardet; M.M. Kapuskar ๐Ÿ“‚ Article ๐Ÿ“… 1989 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 731 KB
Analytical method for analysis of slope
โœ Cao, Jinggang; Zaman, Musharraf M. ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 116 KB ๐Ÿ‘ 1 views

An analytical method is presented for analysis of slope stability involving cohesive and non-cohesive soils. Earthquake e!ects are considered in an approximate manner in terms of seismic coe$cient-dependent forces. Two kinds of failure surfaces are considered in this study: a planar failure surface,

3D key-group method for slope stability
โœ M. Noroozi; S. E. Jalali; A. R. Yarahmadi-Bafghi ๐Ÿ“‚ Article ๐Ÿ“… 2011 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 985 KB

## SUMMARY Because of the simplicity and the speed of execution, methods used in static stability analyses have yet remained relevant. The keyโ€block method, which is the most famous of them, is used for the stability analysis of fractured rock masses. The KBM method is just based on finding key blo