A longwall change over generally takes 4 to 6 weeks. There is a need for forward planning and the use of critical path analysis is essential so as to prioritise the resources where they are needed. To prepare for a new longwall various tasks still need to be finished: Gas drainage of […]
Read MoreCorrosion is a physical alteration of a material from electrochemical reaction with its environment that often results in reduction of the mechanical properties of that material. Rock bolts are particularly susceptible to corrosion as they can be exposed in their working environment to ground water. Corrosion increases markedly in sulphide […]
Read MoreAydan, O. (1989). The stabilisation of rock engineering structures by rock bolts. Geotechnical Engineering. Nagoya, Nagoya University. Doctor of Philosophy. Aziz, N. I. (2004). Bolt surface profiles-an important parameter in load transfer capacity appraisal. Int. Symp. on Ground support, Perth, Western Australia, pp 221-231. Aziz, N. I., Jalalifar, H. and […]
Read MoreAyruni, A. T. (1981). Theory and practice of mine gas control at deep mines, Nedra press, (Translated into English by Rockville, Maryland, USA), 355 p. Aluko, N. (2001). Coalbed methane extraction and utilisation, Technology status report 016 August 2001, Department of Trade and Industry, UK. pp http://www.dti.gov.uk/energy/coal/cfft/cct/pub/tsr016.pdf Ates, Y. and […]
Read MoreThere are various methods and techniques available for in-situ testing of the underground rock mass. Some of the strata mechanics instrumentation that are used can be categorised as follows : Stress Measuring Instruments, It is not possible to directly determine the stress characteristics of rock but it can be evaluated […]
Read MoreSurface subsidence will gradually form when coal is extracted over a wide area from a moderate to great depth of cover. The factors which influence subsidence include the height if the caved area over the extraction and the degree of bed separation within the overlying strata. The amount of subsidence […]
Read MoreThe effective width of a large rectangular chain pillar can be calculated by using either of the following formulae: weff = (w1 x w2)0.5 OR weff = 4A/C Where: w1 = width of one side of the chain pillar (metres) w2 = width of the other side of the chain pillar (metres) A = Area […]
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