Comparison of Six Major Intact Rock Failure Criteria Using a Particle Flow Approach Under True-Triaxial Stress Condition

Details

• Personal Author:
  Kulatilake PHSW ; Mehranpour MH
• Description:
  Suitability of six major intact rock failure criteria: Mohr-Coulomb, Hoek-Brown, Modified Lade, Modified Wiebols and Cook, Mogi and Drucker-Prager in representing the intact rock strength under the true-triaxial stress condition (s1≥s2≥s3) is examined in this paper. Because the true-triaxial experimental test data available in the literature are limited and do not cover a wide range of confining stresses, the particle flow code (PFC3D) software was used to simulate synthetic rock material failure of cubic samples of side dimension 160 mm under a broad confining stress range. The synthetic rock was made out of a mixture of gypsum, sand and water. The parallel bond model (PBM) available in PFC3D with the associated micro parameters was chosen to represent the behavior of the synthetic material. As the first step, uniaxial, triaxial and Brazilian tests were performed in the laboratory to find the macro properties of the synthetic material. As the second step, the effect of some of the micro properties: particle size, coefficient of variation of the normal and shear bond strengths and friction coefficient on the macro properties of the synthetic rock was investigated. Then, the micro parameters of PBM were calibrated based on the aforementioned macro parameter results. Using the calibrated PFC3D model 29 true-triaxial tests were simulated. All six failure criteria were fitted to these PFC data. Among these criteria, Modified Lade, Mogi and Modified Wiebols and Cook found to be the best failure criteria producing lower root mean square error (RMSE) values of 0.212, 0.219 and 0.304, respectively. Thus those three criteria are recommended for prediction of intact rock strength under true-triaxial stress condition. Another fitting analysis was conducted using only 12 of the 29 data to find the effect of the limited data on the prediction accuracy of the three failure criteria through the RMSE value. The predictions based on these analyses produced RMSE values of 0.40, 0.23 and 0.47 for Modified Lade, Mogi and Modified Wiebols and Cook criteria, respectively. This indicated that the Mogi criterion is the most stable among the three criteria with respect to the prediction accuracy. [Description provided by NIOSH]
• Subjects:
  Geology Occupational Health Safety
• Keywords:
  Analytical Models Author Keywords: Discrete Element Method Failure Analysis Geologic Formations Geotechnical Engineering Numerical Modeling Particle Flow Code Polyaxial Rock Failure Criteria Rock Mechanics True-triaxial

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• ISSN:
  2363-8419
• Document Type:
  Text
• Funding:
  Contract
• Genre:
  Journal Article
• Place as Subject:
  Arizona ; OSHA Region 9
• CIO:
  National Institute for Occupational Safety and Health (NIOSH)
• Topic:
  Workplace Safety & Health
• Location:
  North America
• Pages in Document:
  203-229
• Volume:
  2
• Issue:
  4
• NIOSHTIC Number:
  nn:20069062
• Citation:
  Geomech Geophys Geo Energy Geo Resour 2016 Dec; 2(4):203-229
• Contact Point Address:
  Pinnaduwa H. S. W. Kulatilake, Rock Mass Modeling and Computational Rock Mechanics Laboratories, University of Arizona, Tucson, AZ, 85721, USA
• Email:
  kulatila@email.arizona.edu
• Federal Fiscal Year:
  2017
• Performing Organization:
  University of Arizona
• Peer Reviewed:
  True
• Start Date:
  20110901
• Source Full Name:
  Geomechanics and Geophysics for Geo-Energy and Geo-Resources
• End Date:
  20160831
• Collection(s):
  National Institute for Occupational Safety and Health
• Main Document Checksum:
  urn:sha-512:8e9d4440456e5b08367a82b969365d495ab7c6717cc01a047c585a452621db79356a6ab65a26e6f6eaf6872185378821fb7e2a007544d8fa7ae8835dbf4b976a
• Download URL:
  https://stacks.cdc.gov/view/cdc/207611/cdc_207611_DS1.pdf
• File Type:
  [PDF - 8.67 MB ]