[PDF][PDF] Numerical analysis and stability assessment of complex secondary toppling failures: A case study for the south pars special zone

M Azarafza, MH Bonab, H Akgun - Geomech. Eng, 2021 - researchgate.net
This article assesses and estimates the progressive failure mechanism of complex pit-rest
secondary toppling of slopes that are located within the vicinity of the Gas Flare Site of …

2D numerical analysis of a cantilever retaining wall backfilled with sand–tire chips mixtures

H Djadouni, H Trouzine, A Gomes Correia… - European Journal of …, 2021 - Taylor & Francis
Previous research has shown that the backfill behind a retaining wall can be constructed
with sand–tire chips (STC) mixture; this can lead to reduced horizontal displacements and …

[HTML][HTML] Numerical parametric studies on the stress distribution in rocks around underground silo

SH Kim, KJ Kim - Applied Sciences, 2022 - mdpi.com
The underground silo was constructed as a facility for the disposal of low-and intermediate-
level radioactive waste. It is divided into three parts: the upper-dome core, the lower-dome …

Analisis Stabilitas Lereng Batuan dengan Pendekatan Kriteria Keruntuhan Hoek-Brown dan Mohr Coulomb Menggunakan Metode Numerik Plaxis 2D

D Pratiwi, YA Yakin, A Mahaputra - Publikasi Riset Orientasi …, 2022 - journal.unesa.ac.id
Stabilitas lereng merupakan salah satu faktor penting yang harus diperhatikan dalam
merancang suatu lereng batuan. Aktivitas penggalian dalam massa batuan dapat …

Practical use of modified Hoek–Brown criterion for soil slope stability analysis

DR VandenBerge, MP McGuire - Geotechnical and Geological …, 2019 - Springer
Many slopes are comprised of soils that exhibit a nonlinear shear strength or failure
envelope, and multiple mathematical relationships have been developed to account for this …

Causes and impact of hangingwall instability in open stopes: A case of Chifupu project in Zambia

TB Kasanda, VM Bowa - Geotechnical and Geological Engineering, 2020 - Springer
The current design of hangingwall entails stability throughout the extraction cycle of stopes.
However, premature collapses are being experienced during extraction in some stopes …

Wpływ ograniczenia naprężenia na stabilność masy skalnej

T Georgieva, G Paneiro, G Ajdanlijsky… - Inżynieria …, 2024 - inzynieriamineralna.com.pl
A huge number of factors controls rock mass failure, but it is mainly influenced by the state of
stress and in particular on the bearing capacity and failure mechanism of the massif. The …

A family of constitutive models implemented in PLAXIS to simulate cemented mine backfill

M Sottile, N Labanda, I García Mendive… - … Engineering in the …, 2019 - ebooks.iospress.nl
A family of constitutive models for mine cemented backfill is presented. Four formulas for the
density-and pressure-dependency of elastic moduli, five formulas for the density-and …

[PDF][PDF] Ποσοτικοποίηση αβεβαιοτήτων στην Γεωτεχνική Μηχανική

ΑΑ Σαββίδης - 2021 - dspace.lib.ntua.gr
Over the past decades one of the major concerns in the scientific field of Geotechnical
Engineering was the influence of the soil material uncertainties in the behaviour of the soil …

Uncertainty quantification in Geotechnical Engineering

AA Savvides - 2021 - didaktorika.gr
In Geotechnical Engineering in all physical problems investigated, the variability ofthe soil is
very large and at the same time the variability of the soil response shouldbe reduced in …