Preliminary Investigation into Measurement While Drilling as a Means to Characterize the Coalmine Roof (original) (raw)

Geotechnical roof classification for an underground coal mine from borehole data

2013

It is standard and critical practice in the majority of geotechnical engineering applications to use a rock mass classification system to evaluate the condition of rock in mine planning and operations. The use of geotechnical classification schemes for rock mass characterisation in underground coal mines is well established. Several rock mass classification systems have been developed and used in civil engineering design and for underground mining operations. In the past, these rock mass classification systems were modified and used in the coal mining industry to quantify descriptive geological information for use in coal mine design and roof support selection. To facilitate geotechnical evaluations, mining companies in the Bowen Basin of central Queensland put considerable effort into obtaining geomechanical data from surface exploration boreholes and borecore. The advance or innovation in the proposed method is not in doing the characterisations, but the method of evaluating the r...

Significance of Strata Monitoring Instruments in Roof Fall Risk Assessment of an Underground Coal Mine

This paper refers to the role of strata monitoring instruments in risk assessment of roof falls in an underground coal mine. Detailed investigation in to the factors responsible for roof fall was carried out in an underground coal mine situated in Central India. The investigation was supplemented by In-situ stress assessment by drilling yield measurements and convergence recording by strata monitoring instruments. It was observed that strata monitoring instruments gives early indications about initiation of strata movement and potential roof fall. The proper analysis and interpretation of the readings from strata monitoring instruments is very much helpful in updating the risk assessment and preventing the roof fall by risk management.

Application of Measurement While Drilling Technology to Predict Rock Mass Quality and Rock Support for Tunnelling

Rock Mechanics and Rock Engineering, 2019

A tunnelling project is normally initiated with a site investigation to determine the in situ rock mass conditions and to generate the basis for the tunnel design and rock support. However, since site investigations often are based on limited information (surface mapping, geophysical profiles, few bore holes, etc.), the estimation of the rock mass conditions may contain inaccuracies, resulting in underestimating the required rock support. The study hypothesised that these inaccuracies could be reduced using Measurement While Drilling (MWD) technology to assist in the decision-making process. A case study of two tunnels in the Stockholm bypass found the rock mass quality was severely overestimated by the site investigation; more than 45% of the investigated sections had a lower rock mass quality than expected. MWD data were recorded in 25 m grout holes and 6 m blast holes. The MWD data were normalised so that the long grout holes with larger hole diameters and the shorter blast holes...

An Empirical Approach in Prediction of the Roof Rock Strength in Underground Coal Mines

2008

In study of the behaviour of roof strata in underground coal mines the strength of the roof rock, particularly, the unconfined compressive strength (UCS) plays a significant role. Application of simple tools in assessment of the rock strength has been practiced by many researchers one of which being Schmidt hammer. Due to its portability, easiness in use, rapidity, low cost and its non-destructive procedure of application, it is among the most popular tools in this respect. Application of this tool in prediction of the roof rock strength, ...

The application of rock mass classification principles to coal mine design

2000

This thesis aims to develop a rock mass classification system for UK Coal Measure strata such that the output from the classification system may provide a means by which the strength and stiffness properties of Coal Measure strata encountered within UK coal mines may be predicted. The development of the Coal Mine Classification system is described within this thesis. A structured methodology utilising a database of information obtained from 118 different rock mass classifications, together with consideration of the typical mechanisms of strata deformation within coal mines, was employed to determine the parameters of the Coal Measure strata that have the greatest influence on the engineering properties of the strata. These identified parameters have formed the basis of the Coal Mine Classification system. By comparison to a series of conceptual models of strata deformation that occur within the roof ,floor, ribs of roadways and within the region of the coal face, relative importance...

Prediction of Rock Load Emphasizing Excavation Damage of in situ Rocks Caused by Blasting in Coal Mines

Current Science, 2020

Roof failure in coal mines is strongly related to the frequency of laminations and their movement when the load acts upon them. Detachment of roof bolts from mine roof due to improper estimation of extent of weak zone is one of the major problems in underground coal mines, thus affecting the safety and productivity of workings. The most popular and practised method for roof support design in Indian coal mines is the Central Mining Research Institute-ISM geomechanical classification system. Irrespective of such an established system of support design, accidents due to roof fall still persist. Here we review various available classification systems for rock load estimation and identify their limitations. The study has been extended taking into consideration the case study of KTK-6 incline of Singareni Collieries Company Limited by proposing a modified rock mass classification system based on seismic wave velocity as a key descriptor. A modified rock mass rating (RMR) system (RMRdyn) w...

IMPLEMENTATION OF REAL TIME GEOTECHNICAL MONITORING AT AN OPEN PIT MOUNTAIN COAL MINE IN WESTERN CANADA

The evolution of geotechnical monitoring technology for assessing slope stability issues in real time has progressed rapidly in the last few decades. The technology has advanced the safety of open pit operations and has the potential to change planning parameters, particularly in activities adjacent to public infrastructure, based on the additional confidence that operators gain from instantaneous access to information as pits are excavated and waste dumps are constructed. This paper summarizes the experience of a coal mine operating in the rugged topography of the Alberta foothills, excavating extremely structurally complex coal deposits within thrust and fold belt geology. In the last decade, the geotechnical monitoring at this site progressed from manual (daily to monthly) monitoring of a network of survey prisms and piezometer installations, to real time (hourly or less) monitoring of slopes and slope foundations by multiple robotic total stations sampling prism networks on pit walls and dumps, slope scanning radar, piezometers and some manually monitored borehole slope inclinometers. During this period, the mine experienced a number of slope failures on both pit walls and waste rock dumps. Back analysis of these failures from the monitoring data has refined the understanding of the speed failures progress at, and the best metrics and thresholds to define how alarm systems should respond to deformation. Case studies are presented for both pit foot wall and dump failures.

Field investigations of deformations in soft surrounding rocks of roadway with roof-bolting support by auger mining of thin coal seams

Rudarsko-geološko-naftni zbornik, 2022

Coal auger mining is a promising technology used for excavating thin coal seams. The efficiency of auger mining is largely related to the stability of mine roadways in the influence zone of the coal-face. Roof bolting systems are promising in such conditions. An adequate choice of roof bolting parameters is only possible if one understands the features of the stratification of the rocks and stages of deformation of the array in auger mining. Modern monitoring methods of the condition of rocks are based on the use of mechanical benchmarks, sounding of the mine array and the use of optical devices. There are few studies concerning roadways with auger mining. The innovations presented in this manuscript are a determination of the research results of the in-situ processes of rock deformation around a roadway in auger mining which will help to better understand the features of deformation processes in the technological method and design an adequate support system. Some field studies were...