### Abstract

In this paper, a fracture mechanics model is developed to illustrate the importance of time-dependence for brittle fractured rock. In particular a model is developed for the time-dependent degradation of rock joint cohesion. Degradation of joint cohesion is modeled as the time-dependent breaking of intact patches or rock bridges along the joint surface. A fracture mechanics model is developed utilizing subcritical crack growth, which results in a closed-form solution for joint cohesion as a function of time. As an example, a rock block containing rock bridges subjected to plane sliding is analyzed. The cohesion is found to continually decrease, at first slowly and then more rapidly. At a particular value of time the cohesion reduces to value that results in slope instability. A second example is given where variations in some of the material parameters are assumed. A probabilistic slope analysis is conducted, and the probability of failure as a function of time is predicted. The probability of failure is found to increase with time, from an initial value of 5% to a value at 100 years of over 40%. These examples show the importance of being able to predict the time-dependent behavior of a rock mass containing discontinuities, even for relatively short-term rock structures.

Original language | English (US) |
---|---|

Pages (from-to) | 27-38 |

Number of pages | 12 |

Journal | Rock Mechanics and Rock Engineering |

Volume | 36 |

Issue number | 1 |

DOIs | |

State | Published - Jan 2003 |

### Fingerprint

### Keywords

- Joint cohesion
- Joint friction angle
- Rock bridge
- Rock fracture
- Rock fracture mechanics
- Rock joint
- Slope stability
- Subcritical crack growth
- Time dependent

### ASJC Scopus subject areas

- Earth and Planetary Sciences (miscellaneous)
- Geotechnical Engineering and Engineering Geology

### Cite this

**The time-dependent reduction of sliding cohesion due to rock bridges along discontinuities : A fracture mechanics approach.** / Kemeny, John M.

Research output: Contribution to journal › Article

}

TY - JOUR

T1 - The time-dependent reduction of sliding cohesion due to rock bridges along discontinuities

T2 - A fracture mechanics approach

AU - Kemeny, John M

PY - 2003/1

Y1 - 2003/1

N2 - In this paper, a fracture mechanics model is developed to illustrate the importance of time-dependence for brittle fractured rock. In particular a model is developed for the time-dependent degradation of rock joint cohesion. Degradation of joint cohesion is modeled as the time-dependent breaking of intact patches or rock bridges along the joint surface. A fracture mechanics model is developed utilizing subcritical crack growth, which results in a closed-form solution for joint cohesion as a function of time. As an example, a rock block containing rock bridges subjected to plane sliding is analyzed. The cohesion is found to continually decrease, at first slowly and then more rapidly. At a particular value of time the cohesion reduces to value that results in slope instability. A second example is given where variations in some of the material parameters are assumed. A probabilistic slope analysis is conducted, and the probability of failure as a function of time is predicted. The probability of failure is found to increase with time, from an initial value of 5% to a value at 100 years of over 40%. These examples show the importance of being able to predict the time-dependent behavior of a rock mass containing discontinuities, even for relatively short-term rock structures.

AB - In this paper, a fracture mechanics model is developed to illustrate the importance of time-dependence for brittle fractured rock. In particular a model is developed for the time-dependent degradation of rock joint cohesion. Degradation of joint cohesion is modeled as the time-dependent breaking of intact patches or rock bridges along the joint surface. A fracture mechanics model is developed utilizing subcritical crack growth, which results in a closed-form solution for joint cohesion as a function of time. As an example, a rock block containing rock bridges subjected to plane sliding is analyzed. The cohesion is found to continually decrease, at first slowly and then more rapidly. At a particular value of time the cohesion reduces to value that results in slope instability. A second example is given where variations in some of the material parameters are assumed. A probabilistic slope analysis is conducted, and the probability of failure as a function of time is predicted. The probability of failure is found to increase with time, from an initial value of 5% to a value at 100 years of over 40%. These examples show the importance of being able to predict the time-dependent behavior of a rock mass containing discontinuities, even for relatively short-term rock structures.

KW - Joint cohesion

KW - Joint friction angle

KW - Rock bridge

KW - Rock fracture

KW - Rock fracture mechanics

KW - Rock joint

KW - Slope stability

KW - Subcritical crack growth

KW - Time dependent

UR - http://www.scopus.com/inward/record.url?scp=0037261481&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0037261481&partnerID=8YFLogxK

U2 - 10.1007/s00603-002-0032-2

DO - 10.1007/s00603-002-0032-2

M3 - Article

AN - SCOPUS:0037261481

VL - 36

SP - 27

EP - 38

JO - Rock Mechanics

JF - Rock Mechanics

SN - 0035-7448

IS - 1

ER -