The study compares classical and modern approaches to calculating the stability of quarry slopes and walls. It considers the methods of Fellenius, Bishop, Janbu, and Spencer, implemented in the Slide 2D (Rocscience) and «Stability of Quarry Slopes» software packages (NJSC company «Abylkas Saginov Karaganda Technical University» Using the Syrymbett deposit as an example, numerical modeling of the stress-strain state of slopes was performed while varying the angles of inclination, lithological composition, and strength properties of the rock mass. Patterns in the change in the stability factor FoS depending on the structural and physical characteristics of the rock were identified. The calculation results showed the proximity of analytical and numerical solutions, which confirms the correctness of the selected models. The conclusions and recommendations obtained can be applied in the engineering design of stable quarry side profiles and in the prediction of deformation processes.
Introduction. The article presents the results of a study aimed at improving the industrial and environmental safety of deposits by developing a methodology for creating quarry slope stability maps using different sets of initial information. The object of the study is the Vasilkovskoye gold deposit located in the Akmo...
M. Nurpeissova, S. Sherubay, A. Bek et al.· Sustainable Development of M...· 0 citations
The article presents calculations of the estimated safety factor F and the overdesign factor, ODF, for the front embankment body of the Lake Druzno reservoir in Nowe Dolno. The rehabilitation of low flood-protection levees in the Elbląg Żuławy region was almost exclusively performed using various local organic soils ob...
Bartłomiej Brzeziński, D. Iskra-Świercz, Andrzej Olchawa· Rocznik Ochrona Srodowiska· 0 citations
Objective: to conduct a comparative assessment of the effectiveness of rock riprap and pile foundations for ensuring subgrade stability in permafrost areas of Amur Oblast. Methods: assessment of embankment slope stability using the Shakhunyants method (circular cylindrical slip surfaces) in the GEO5 software. Calculati...
I. Kolos, Anastasiya Svyatogorova, Mihail Myaki et al.· Bulletin of scientific resea...· 0 citations
This article addresses the problem of slope stability from two complementary perspectives. On the one hand, it considers practical issues related to improving the efficiency of construction on subsidence soils. On the other hand, since traditional experimental and theoretical methods proved insufficient, it was necessa...
Aisulu Zhakulina, Adil Zhakulin, Semen S. Kuzmichev et al.· Geotechnics· 0 citations
This study aims to analyze the stability of embankment slopes in the Klaten–Purwomartani Toll Road Construction Project Section 1Package 1.2 STA 38+000 by comparing the analysis results using GeoStudio SLOPE/W and PLAXIS 2D, as well as evaluating the effectiveness of geotextile reinforcement and verification using the...
Suci Febrian Tri Prasatya, A. G. Amarta, Dedy Rutama· Journal La Multiapp· 0 citations
The PEB method is compared with the CSB method in this research through a quantitative analysis which considers the factors of structural performance, material consumption, and price. The main feature of PEBs is a factory-made structure that is engineered to use steel efficiently and also employs tapered members, modul...
A. Khedikar, Mohit Singh, Katoch et al.· International Journal of Dru...· 0 citations
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