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28 th International Conference on Ground Control in Mining Morgantown, West Virginia 7/28/2009 – 7/30/2009

28 th International Conference on Ground Control in Mining

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Morgantown, West Virginia 7/28/2009 – 7/30/2009. 28 th International Conference on Ground Control in Mining. Kazem Oraee, Navid Hosseini, Mehran Gholinejad. Coal Pillar Strength Based On The Ground Reaction Curve – A New Approach. Coal Pillars. Coal Pillars Strength Formula. - PowerPoint PPT Presentation

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Page 1: 28 th  International Conference on Ground Control in Mining

28th International Conference on Ground Control in Mining

Morgantown, West Virginia7/28/2009 – 7/30/2009

Page 2: 28 th  International Conference on Ground Control in Mining

Coal Pillar Strength Based On The Ground Reaction

Curve– A New Approach

Kazem Oraee, Navid Hosseini, Mehran Gholinejad

Page 3: 28 th  International Conference on Ground Control in Mining

Coal Pillars

Page 4: 28 th  International Conference on Ground Control in Mining

Coal Pillars Strength Formula Holland-Gaddy (1964)

Bunschinger (1876)

Salamon-Munro (1967)

Page 5: 28 th  International Conference on Ground Control in Mining

Coal Pillars Strength Formula Bieniawski (1967)

Bieniawski (1968)

Holland (1973)

Page 6: 28 th  International Conference on Ground Control in Mining

Coal Pillars Strength Formula Oraee-Hosseini (2007)

Page 7: 28 th  International Conference on Ground Control in Mining

Coal Pillars Bearing Capacity

Width to Height Ratio (W/H) Uniaxial Compressive Strength of Intact

Coal

Page 8: 28 th  International Conference on Ground Control in Mining

Ground Reaction Curve (GRC)

Page 9: 28 th  International Conference on Ground Control in Mining

Coal Pillars

Solid (Stiff) Pillars The solid pillars remain in elastic behavior

phase and support the applied loads with their inner-core

Yield Pillars The yield pillars reaching the plastic behavior

phase, and by creating a pressure arch, transfer the applied loads to the abutments on both sides

Page 10: 28 th  International Conference on Ground Control in Mining

The Typical GRC for Coal Pillar

Displacement →

W/H

Rat

io →

Critical Point

Elastic Zone

Plastic Zone

Page 11: 28 th  International Conference on Ground Control in Mining

Pillar Design for Tabas Coal Mine

0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.016 0.018 0.020

2

4

6

8

10

Strain

W/H

Rat

io

Linear Phase (Elastic)

Non-Linear Phase (Plastic)

Page 12: 28 th  International Conference on Ground Control in Mining

Coal Pillar Design Based on GRC

Linear Phase (Elastic)

Non-Linear Phase (Plastic)

Page 13: 28 th  International Conference on Ground Control in Mining

Coal Pillar Design

Oraee-Hosseini (2007); Tabas Coal Mine, Iran

Linear Phase (Elastic)

Non-Linear Phase (Plastic)

Page 14: 28 th  International Conference on Ground Control in Mining

ConclusionsThe presented new method, based on the GRC, can advantageously identify the elastic and plastic behavior phases and the critical point that is similar to yield point in the stress-strain curve, which denotes the transition of phase behavior. Therefore, this new approach can determine the elastic and plastic behavior phases of pillar based on the W/H ratio. Moreover, for each phase, a dedicated equation is presented. With measurement of coal pillar horizontal strain, that is done simply, and by using these new equations, the coal pillar strength is calculated accurately. Undoubtedly, the knowledge of coal pillar behavior phase with accurate estimation of coal pillar bearing capacity is the basis in coal pillar logical design. The new method for coal pillar design with applied approach is the general pattern in design of various pillars in underground mining methods elsewhere.

Page 15: 28 th  International Conference on Ground Control in Mining

Thank You For Your Kind Attention