Stability analysis of an open cut slope in Wardha valley coal field

被引:0
作者
Dhananjai Verma
Ashutosh Kainthola
Rahul Thareja
T. N. Singh
机构
[1] Indian Institute of Technology Bombay,Department of Earth Science
[2] Banaras Hindu University,Department of Mining Engineering, Indian Institute of Technology
来源
Journal of the Geological Society of India | 2013年 / 81卷
关键词
Slope stability; Limit equilibrium method; Open cast mines; Factor of safety; Wardha valley coal field;
D O I
暂无
中图分类号
学科分类号
摘要
Open cast mines are the prime source of coal production in India. Due to an increase in coal demand, deeper surface mines are being planned to ensure better productivity with enhanced safety of these mines. The safe working environment and continuous production of the coal calls for the safe and stable design of cut slopes. The stability analysis of this slope requires in depth geotechnical investigation which are aided by result orientated stability assessment using empirical methods and numerical simulation. In the present study, a slope was examined to understand the mechanism and comparisons were made with field observations. The investigation has involved a 32m high cut slope from an open cast mine in Wardha valley coal field which has been analyzed using a two dimensional numerical simulation. The bench slope consisted of a low strength sandstones, shales and clay sequence. Hoek-Brown strength parameters established and used as input parameters in the model. The results indicate that the slope is critically stable and may lead to failure without warning and needs proper attention.
引用
收藏
页码:804 / 812
页数:8
相关论文
共 31 条
  • [1] Barton N(1974)Engineering classification of rock masses for the design of tunnel support Rock Mechanics 6 189-236
  • [2] Lien R(1955)The use of the slip circle in the stability analysis of slopes Geotechnique 5 7-17
  • [3] Lunde J(1975)Ground Stability in surface coal mines Mining Congress Jour. 61 42-53
  • [4] Bishop AW(1964)Classification of rock for rock mechanics Internat. Jour. Rock Mechanics & Mining Sci. 1 421-429
  • [5] Brawner CO(1991)Numerical modelling studies for design of high rock slopes at Palabora Copper Mine, Proceeding 7th International Congress. International Society Rock Mechanics. Aachen 1 799-804
  • [6] Pentz DL(1998)Practical estimates of rock mass strength Internat. Jour. Rock Mechanics & Mining Sci. 34 1165-1186
  • [7] Compbell DB(1998)Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses The case of the Athens Schist Formation. Earth Environ. Sci. Bull. Engg. Geol. Environ. 57 151-160
  • [8] Coates DF(2010)Investigation into slope failure in an opencast coal mine of WardhaValley Coalfield—a case study Indian Mining Engg. Jour. 49 36-40
  • [9] Du Plessis L(2006)Assessment of degradation and stability of a cut slope in limestone Ankara-Turkey. Engg. Geol. 84 12-30
  • [10] Martin DC(1994)A revision of the graphical method for assessing the excavatability of rock Quart. Jour. Engg. Geol. 27 145-164