### Abstract

A numerical approach has been used to evaluate the effect of joint geometry parameters on the permeability of jointed rock. The equivalent continuum approximation for jointed rock masses was found to be strongly dependent on the relative orientation of joint sets for joint sets having the same length and density distributions. This dependency on relative orientation was found to be more pronounced with decreasing density and size. Chance for equivalent continuum behavior was found to increase as the angle between joint sets approaches 90 degrees for the case of rock blocks having only two joint sets. A strong correlation was found between the directional coefficient of permeability and the fracture tensor component for the connected joint elements calculated in a direction perpendicular to the direction of permeability. Rock Mechanics Daemen & Schultz (eds).

Original language | English (US) |
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Title of host publication | 35th U.S. Symposium on Rock Mechanics, USRMS 1995 |

Editors | Daemen, Schultz |

Publisher | American Rock Mechanics Association (ARMA) |

Pages | 273-278 |

Number of pages | 6 |

ISBN (Print) | 9054105526, 9789054105527 |

State | Published - Jan 1 1995 |

Event | 35th U.S. Symposium on Rock Mechanics, USRMS 1995 - Reno, United States Duration: Jun 5 1995 → Jun 7 1995 |

### Other

Other | 35th U.S. Symposium on Rock Mechanics, USRMS 1995 |
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Country | United States |

City | Reno |

Period | 6/5/95 → 6/7/95 |

### Fingerprint

### ASJC Scopus subject areas

- Geophysics
- Geochemistry and Petrology

### Cite this

*35th U.S. Symposium on Rock Mechanics, USRMS 1995*(pp. 273-278). American Rock Mechanics Association (ARMA).

**Study of the effect of joint geometry parameters on the permeability of jointed rock.** / Panda, Bibhuti B.; Kulatilake, Pinnaduwa.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

*35th U.S. Symposium on Rock Mechanics, USRMS 1995.*American Rock Mechanics Association (ARMA), pp. 273-278, 35th U.S. Symposium on Rock Mechanics, USRMS 1995, Reno, United States, 6/5/95.

}

TY - GEN

T1 - Study of the effect of joint geometry parameters on the permeability of jointed rock

AU - Panda, Bibhuti B.

AU - Kulatilake, Pinnaduwa

PY - 1995/1/1

Y1 - 1995/1/1

N2 - A numerical approach has been used to evaluate the effect of joint geometry parameters on the permeability of jointed rock. The equivalent continuum approximation for jointed rock masses was found to be strongly dependent on the relative orientation of joint sets for joint sets having the same length and density distributions. This dependency on relative orientation was found to be more pronounced with decreasing density and size. Chance for equivalent continuum behavior was found to increase as the angle between joint sets approaches 90 degrees for the case of rock blocks having only two joint sets. A strong correlation was found between the directional coefficient of permeability and the fracture tensor component for the connected joint elements calculated in a direction perpendicular to the direction of permeability. Rock Mechanics Daemen & Schultz (eds).

AB - A numerical approach has been used to evaluate the effect of joint geometry parameters on the permeability of jointed rock. The equivalent continuum approximation for jointed rock masses was found to be strongly dependent on the relative orientation of joint sets for joint sets having the same length and density distributions. This dependency on relative orientation was found to be more pronounced with decreasing density and size. Chance for equivalent continuum behavior was found to increase as the angle between joint sets approaches 90 degrees for the case of rock blocks having only two joint sets. A strong correlation was found between the directional coefficient of permeability and the fracture tensor component for the connected joint elements calculated in a direction perpendicular to the direction of permeability. Rock Mechanics Daemen & Schultz (eds).

UR - http://www.scopus.com/inward/record.url?scp=0343666004&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0343666004&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:0343666004

SN - 9054105526

SN - 9789054105527

SP - 273

EP - 278

BT - 35th U.S. Symposium on Rock Mechanics, USRMS 1995

A2 - Daemen, null

A2 - Schultz, null

PB - American Rock Mechanics Association (ARMA)

ER -