EVALUATION OF SUBSOIL MASSIF STABILITY TAKING INTO ACCOUNT THE IRREGULARITY OF CONSTITUENT ROCKS ON THE BASIS OF A RANDOM SIZE AND FUNCTION MODEL

EVALUATION OF SUBSOIL MASSIF STABILITY TAKING INTO ACCOUNT THE IRREGULARITY OF CONSTITUENT ROCKS ON THE BASIS OF A RANDOM SIZE AND FUNCTION MODEL

Objectives. This article considers issues involved in the development and continued improvement of computing methods for the study of the causes of landslides. Methods .The existing deterministic assessment approach to stability assessment contains an element of uncertainty. A mass stability forecas...

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Bibliographic Details
Main Author: M. O. Allaev
Format: Article
Language:Russian
Published: Daghestan State Technical University 2017-03-01
Series:Vestnik Dagestanskogo Gosudarstvennogo Tehničeskogo Universiteta: Tehničeskie Nauki
Subjects:
landslide
random function
probability
variability
process
time
prognosis
variance
reliability
failure
optimisation
output
stability coefficient
Online Access:https://vestnik.dgtu.ru/jour/article/view/339

Internet

https://vestnik.dgtu.ru/jour/article/view/339

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