Frédéric Pellet
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Frédéric Pellet has a total of 36 co-authors. Here are the top co-authors by number of shared publications:
M. Boulon
3 shared publicationsM. Keshavarz
3 shared publicationsB. Loret
Laboratory Soils Solids Structures and Risks, University of Grenoble, Grenoble, France
2 shared publicationsF. Deleruyelle
2 shared publications- Kambod Amini Hosseini
International Institute of Earthquake Engineering and Seismology
2 shared publications M Boulon
2 shared publications
Latest Publications
- 1 February 2020
- Published by Elsevier in Engineering Fracture Mechanics
- Vol. 224
On modeling the dynamic response induced by fracturing brittle materials
- 1 February 2020
- Published by Elsevier in Engineering Fracture Mechanics
- Vol. 224
On modeling the dynamic response induced by fracturing brittle materials
- 28 May 2013
- Published by Taylor & Francis
- p. 213-218
AE thresholds and compressive strength of different crystalline rocks subjected to static and dynamic loadings
- 28 May 2013
- Published by Taylor & Francis
- p. 213-218
AE thresholds and compressive strength of different crystalline rocks subjected to static and dynamic loadings
- 1 May 2013
- Published by Elsevier in Engineering Geology
- Vol. 157, 33-38
Influence of humidity conditions on shear strength of clay rock discontinuities
- 1 May 2013
- Published by Elsevier in Engineering Geology
- Vol. 157, 33-38
Influence of humidity conditions on shear strength of clay rock discontinuities
- 1 December 2011
- Published by Elsevier in International Journal of Rock Mechanics and Mining Sciences
- Vol. 48 (8) , 1364-1368
Mechanical damage of a crystalline rock having experienced ultra high deviatoric stress up to 1.7GPa
- 1 December 2011
- Published by Elsevier in International Journal of Rock Mechanics and Mining Sciences
- Vol. 48 (8) , 1364-1368
Mechanical damage of a crystalline rock having experienced ultra high deviatoric stress up to 1.7GPa
- 15 September 2011
- Published by Taylor & Francis
- p. 577-580
Mechanical behavior of Callovo-Oxfordian claystone-steel interfaces at high levels of normal stress in “dry” and “wet” conditions
- 15 September 2011
- Published by Taylor & Francis
- p. 577-580
Mechanical behavior of Callovo-Oxfordian claystone-steel interfaces at high levels of normal stress in “dry” and “wet” conditions
- 1 April 2010
- Published by Springer Nature in Pure and Applied Geophysics
- Vol. 167 (12) , 1511-1523
Damage and Changes in Mechanical Properties of a Gabbro Thermally Loaded up to 1,000°C
- 1 April 2010
- Published by Springer Nature in Pure and Applied Geophysics
- Vol. 167 (12) , 1511-1523
Damage and Changes in Mechanical Properties of a Gabbro Thermally Loaded up to 1,000°C
- 7 February 2010
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 43 (5) , 581-595
A Shear Model Accounting Scale Effect in Rock Joints Behavior
- 7 February 2010
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 43 (5) , 581-595
A Shear Model Accounting Scale Effect in Rock Joints Behavior
- 1 November 2009
- Published by Elsevier in Tunnelling and Underground Space Technology
- Vol. 24 (6) , 665-674
On the 3D numerical modelling of the time-dependent development of the damage zone around underground galleries during and after excavation
- 1 November 2009
- Published by Elsevier in Tunnelling and Underground Space Technology
- Vol. 24 (6) , 665-674
On the 3D numerical modelling of the time-dependent development of the damage zone around underground galleries during and after excavation
- 1 November 2007
- Published by American Society of Civil Engineers (ASCE) in International Journal of Geomechanics
- Vol. 7 (6) , 431-436
Damage Evaluation with P-Wave Velocity Measurements during Uniaxial Compression Tests on Argillaceous Rocks
In the study of time dependent behavior of rock, the main difficulty is to predict delayed failure, which is of the utmost importance in assessing the safety of underground structures, such as deep underground facilities designed for high-level radioactive waste disposal. In this context, the viscoplastic behavior associated with the rock damage must be taken into account. As the longitudinal and transversal wave velocities are related to the physical and mechanical characteristics of materials, ultrasonic measurements can give valuable information about the development of damage. In this study, P-wave velocity measurements were used to monitor damage evolution during uniaxial strain in controlled compression tests and long-term creep tests. These measurements were performed using sensors in a piezoelectric copolymer of polyvinyl-difluoride, which were placed on both ends of cylindrical rock specimens. Throughout the experiments, the dilating behavior of an argillite could be correlated with a decrease of...
- 1 November 2007
- Published by American Society of Civil Engineers (ASCE) in International Journal of Geomechanics
- Vol. 7 (6) , 431-436
Damage Evaluation with P-Wave Velocity Measurements during Uniaxial Compression Tests on Argillaceous Rocks
In the study of time dependent behavior of rock, the main difficulty is to predict delayed failure, which is of the utmost importance in assessing the safety of underground structures, such as deep underground facilities designed for high-level radioactive waste disposal. In this context, the viscoplastic behavior associated with the rock damage must be taken into account. As the longitudinal and transversal wave velocities are related to the physical and mechanical characteristics of materials, ultrasonic measurements can give valuable information about the development of damage. In this study, P-wave velocity measurements were used to monitor damage evolution during uniaxial strain in controlled compression tests and long-term creep tests. These measurements were performed using sensors in a piezoelectric copolymer of polyvinyl-difluoride, which were placed on both ends of cylindrical rock specimens. Throughout the experiments, the dilating behavior of an argillite could be correlated with a decrease of...
- 1 September 2006
- Published by Elsevier in International Journal of Rock Mechanics and Mining Sciences
- Vol. 43 (6) , 950-960
Creep and time-dependent damage in argillaceous rocks
- 1 September 2006
- Published by Elsevier in International Journal of Rock Mechanics and Mining Sciences
- Vol. 43 (6) , 950-960
Creep and time-dependent damage in argillaceous rocks