Modeling of time-dependent rock failure in abaqus and PFC3D

John M Kemeny, K. Roth, H. Wu

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Assessing long-term rock stability is an important aspect in the analysis of slopes, dam and bridge foundations, and other infrastructure. At such long time scales, rock failure occurs through time-dependent methods such as subcriticai crack growth. Natural analogs, such as caves, where rock breakdown has occurred undisturbed over tens to hundreds of thousands of years, can be used to study such failure. An on-going project is reconstructing the process of natural cave breakdown at Kartchner Caverns through LIDAR scanning of the cave geometry and rockfall accumulation and 3D damage modeling of the resulting point clouds. Two modeling methods are compared in order to examine the importance of including time-dependence when analyzing rock behavior over long time scales. The first method is implemented as a fracture mechanics model through user subroutines in Abaqus. Damage occurs through calculation of decreasing rock bridge size from subcriticai crack growth. The second method is implemented as a bonded particle model in PFC3D, using the flat-joint contact model for intact rock and the smooth-joint contact model for joints. Damage occurs through strength reduction of the material properties. The trade-offs in the two models (relative computational simplicity vs. more direct inclusion of time dependence) are discussed.

Original languageEnglish (US)
Title of host publication50th US Rock Mechanics / Geomechanics Symposium 2016
PublisherAmerican Rock Mechanics Association (ARMA)
Pages1282-1290
Number of pages9
Volume2
ISBN (Electronic)9781510828025
StatePublished - 2016
Event50th US Rock Mechanics / Geomechanics Symposium 2016 - Houston, United States
Duration: Jun 26 2016Jun 29 2016

Other

Other50th US Rock Mechanics / Geomechanics Symposium 2016
CountryUnited States
CityHouston
Period6/26/166/29/16

Fingerprint

Rocks
rocks
caves
Caves
rock
modeling
cave
damage
time dependence
Crack propagation
crack
cracks
breakdown
timescale
natural analog
subroutines
dams
rockfall
fracture mechanics
Subroutines

ASJC Scopus subject areas

  • Geochemistry and Petrology
  • Geophysics

Cite this

Kemeny, J. M., Roth, K., & Wu, H. (2016). Modeling of time-dependent rock failure in abaqus and PFC3D. In 50th US Rock Mechanics / Geomechanics Symposium 2016 (Vol. 2, pp. 1282-1290). American Rock Mechanics Association (ARMA).

Modeling of time-dependent rock failure in abaqus and PFC3D. / Kemeny, John M; Roth, K.; Wu, H.

50th US Rock Mechanics / Geomechanics Symposium 2016. Vol. 2 American Rock Mechanics Association (ARMA), 2016. p. 1282-1290.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Kemeny, JM, Roth, K & Wu, H 2016, Modeling of time-dependent rock failure in abaqus and PFC3D. in 50th US Rock Mechanics / Geomechanics Symposium 2016. vol. 2, American Rock Mechanics Association (ARMA), pp. 1282-1290, 50th US Rock Mechanics / Geomechanics Symposium 2016, Houston, United States, 6/26/16.
Kemeny JM, Roth K, Wu H. Modeling of time-dependent rock failure in abaqus and PFC3D. In 50th US Rock Mechanics / Geomechanics Symposium 2016. Vol. 2. American Rock Mechanics Association (ARMA). 2016. p. 1282-1290
Kemeny, John M ; Roth, K. ; Wu, H. / Modeling of time-dependent rock failure in abaqus and PFC3D. 50th US Rock Mechanics / Geomechanics Symposium 2016. Vol. 2 American Rock Mechanics Association (ARMA), 2016. pp. 1282-1290
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