No abstract

No abstract

Slope failure is one of the biggest concerns in the opencast mines in the mining industry. Monitoring information about the slopes is used for various aspects such as current mining plan evaluation, designing of future slopes and its safety control. Proper designing of slopes is crucial for its stability but in spite of how well it's designed is, it's susceptible to slope failure because of unidentified geological structures, unexpected weather conditions, or seismic activities, etc. So continuous monitoring of slopes is needed to ensure stability. In this paper Slope, stability monitoring was performed in Mine-A. The entire mine has several cut slopes made to have the passage for the conveyor belts. The field study was done in Nine locations of Mine-A. The monitoring was done with the total station and the data was compared for the two consecutive studies to find any movement. In displacement analysis, it was found that the change in displacement varies from 0-5cm from May 2015 to Feb 2016 for most of the area in the mine except the deep cut areas which have the variation of up to 9 cm in some places. The slopes are stable, but slopes in the deep cut area are moving very slowly. So, periodic monitoring is necessary for the area. The numerical modeling in this study was done with Fast Lagrangian Analysis of Continua (FLAC) Slope and Oasys softwares to find the Factor of Safety (FOS). With FLAC Slope, the value of FOS was in the range of 1.3-1.51 while Oasys slope gave the value of FOS in the range of 1.39-1.71. The result of the graphical analysis, as well as the numerical modeling, indicates that the slopes are stable since FOS values are well above one.

No abstract

This Paper presents detailed investigation on the selection of a suitable location for installation of Time Domain Reflectometry (TDR) with selected method at mine site. TDR is becoming a widely accepted instrumentation method for monitoring slope movement. It uses an inexpensive coaxial cable as a sensor and works like a radar to locate shear planes or zones of deformation in a slope. Selection of suitable location plays a vital role to keep the instrument safely and monitoring the weak zones in mines. For the selection of a suitable location for installation of TDR in the opencast mine, the detailed joint survey was conducted in footwall and hanging wall side and also collected rock samples from the pit, simulated with the finite difference model using Fast Lagrangian Analysis of Continua (FLAC) software. Analysis of joint survey was done using Dips software and Microsoft Excel for observing the condition of discontinuities and for finding the weak zone which is more prone to slope failure. The outputs from the above analysis show the footwall of the selected mine is more prone to failure hence continuous monitoring is required for prediction of rock mass failure and footwall bench at 350RL (Reduced Level) is selected as the suitable location for installation of TDR. These investigations are part of the research project funded by the Ministry of Mines, Government of India (GOI).