The use of some selected methods of slope stability analysis for waste dump design. Thesis. 14F, 5T, 35R

2021 ◽  
Vol 13 (1) ◽  
pp. 335-344 ◽  
Author(s):  
Supandi Supandi

Abstract Mapping the subsurface in slope stability analysis of disposal areas is difficult, especially the disposal layering materials that are assumed to be homogeneous instead of their real conditions. Moreover, the hoarding activities on high slope form layers based on the nature of the rock mechanics with large materials or boulders rolling down to the toe of the slope, while small ones are held at the top. Each layer formed, however, has certain geotechnical characteristics. The aim of this study is to determine the profiling of disposal material using a geoelectrical method known as Wenner–Schlumberger configuration with a line length of 450 m and also to find the resistivity value for mine waste materials based on an empirical number, which is a number that is obtained from the result reading compared to the actual condition in the field. The study was conducted on an in-pit dump with an estimated height of 150 m and a thickness of 50 m, and the data obtained were processed using RES2DINV software. The results showed that the subsurface cross-section has three layers consisting of bedrock with a resistivity of 50–70 Ωm, contact zone with 30–50 Ωm, and disposal material layer with 1–30 Ωm, which can be used for the slope stability analysis. This concept is very helpful for the geotechnical analysis on high mine waste dumps or sloping basement zone. This study focuses on the resistivity value for waste dump materials, which has not been clearly mentioned in the previous studies.


2019 ◽  
Vol 2019 ◽  
pp. 1-1
Author(s):  
Ping Zou ◽  
Ximo Zhao ◽  
Zhonghua Meng ◽  
Aibing Li ◽  
Zhengyu Liu ◽  
...  

2013 ◽  
Vol 35 (1) ◽  
pp. 3-17 ◽  
Author(s):  
Justyna Adamczyk ◽  
Marek Cała ◽  
Jerzy Flisiak ◽  
Malwina Kolano ◽  
Michał Kowalski

Abstract This paper presents the slope stability analysis for the current as well as projected (final) geometry of waste dump Sandstone Open Pit “Osielec”. For the stability analysis six sections were selected. Then, the final geometry of the waste dump was designed and the stability analysis was conducted. On the basis of the analysis results the opportunities to improve the stability of the object were identified. The next issue addressed in the paper was to determine the proportion of the mixture containing mining and processing wastes, for which the waste dump remains stable. Stability calculations were carried out using Janbu method, which belongs to the limit equilibrium methods.


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