Estimation of Coal and Rock Mechanical Properties for Numerical Modelling of Longwall Extraction

Authors

  • Tien Dung LE Author
  • Chi Thanh NGUYEN Author
  • Van Chi DAO Author

DOI:

https://doi.org/10.29227/IM-2020-02-07

Keywords:

laboratory test, rock mass properties, strength reduction, field scale modelling

Abstract

Reliable estimation of coal and rock mechanical properties at field scale is a prerequisite for numerical modelling of rock behaviours associated with longwall extraction. This paper describes a systematic approach from data collection, laboratory testing to rock mass properties derivation for simulation of longwall extraction, taking two longwall panels at Quang Ninh coalfield in Vietnam for example. The mechanical properties are verified through comparison with published data of the field, indicating close agreements. A simple numerical model is further developed to demonstrate the proper use of the obtained data. The simulation suggests that the ratio of model length to excavation length should be in the range of 2.5–5; uniaxial compressive strength, deformation modulus and tensile strength can be reduced by a factor of 5.0, 2.13 and 2.0, respectively; and a calibration and validation process must be performed to match in-situ longwall’s behaviours. The approach can be applied for derivation of reliable rock mass properties for numerical simulation of underground excavations.

Author Biographies

  • Tien Dung LE

    Department of Underground Mining, Hanoi University of Mining and Geology, Hanoi, Vietnam

  • Chi Thanh NGUYEN

    Department of Underground Construction and Mining, Hanoi University of Mining and Geology, Hanoi, Vietnam

  • Van Chi DAO

    Department of Underground Mining, Hanoi University of Mining and Geology, Hanoi, Vietnam

Published

2020-12-30

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