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On the Applicability of Nadai and Mogi Failure Criteria to Porous Sandstones

Journal Article · · Rock Mechanics and Rock Engineering
 [1];  [2]
  1. Federal Inst. of Technology, Zurich (Switzerland). Swiss Competence Center for Energy Research (SCCER-SoE)
  2. Sandia National Lab. (SNL-NM), Albuquerque, NM (United States). Geomechanics Research

Following the ISRM Suggested Method on Failure Criteria, ‘A failure criterion for rocks based on true triaxial testing’ by Chang and Haimson (2012), we attempted to obtain experiment-based Nadai (1950) and Mogi (1971) failure criteria for the aforementioned four sandstones: TCDP (Oku et al. 2007), Coconino, Bentheim (Ma and Haimson 2016; Ma et al. 2017a), and Castlegate (Ingraham et al. 2013). Here, the current work extends beyond the scope of Chang and Haimson (2012), to compare σ1 at failure (i.e., σ1,peak) from test data with predictions based on the experimentally generated Nadai and Mogi criteria. The applicability of Nadai and Mogi criteria to porous sandstones is then evaluated and discussed, considering failure mode evolution in these rocks.

Research Organization:
Sandia National Laboratories (SNL-NM), Albuquerque, NM (United States)
Sponsoring Organization:
USDOE National Nuclear Security Administration (NNSA)
Grant/Contract Number:
AC04-94AL85000; NA0003525
OSTI ID:
1496977
Report Number(s):
SAND--2018-6035J; 672202
Journal Information:
Rock Mechanics and Rock Engineering, Journal Name: Rock Mechanics and Rock Engineering Journal Issue: 12 Vol. 51; ISSN 0723-2632
Publisher:
SpringerCopyright Statement
Country of Publication:
United States
Language:
English

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Cited By (1)

Strength Testing of Sandstone Under Multi-Axial Stress States journal May 2019

Figures / Tables (6)


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