The synthetic rock mass approach for jointed rock mass modelling
Saved in:
| Title: | The synthetic rock mass approach for jointed rock mass modelling |
|---|---|
| Authors: | Mas Ivars, Diego1 diegomasivars@gmail.com, Pierce, Matthew E.2, Darcel, Caroline1, Reyes-Montes, Juan3, Potyondy, David O.2, Paul Young, R.3,4, Cundall, Peter A.2 |
| Source: | International Journal of Rock Mechanics & Mining Sciences. Feb2011, Vol. 48 Issue 2, p219-244. 26p. |
| Subjects: | Mathematical models, Joints (Geology), Simulation methods & models, Fracture mechanics, Strains & stresses (Mechanics), Anisotropy, Empirical research, Rocks |
| Abstract: | Abstract: This paper describes synthetic rock mass (SRM) modeling, a new approach for simulating the mechanical behavior of jointed rock mass. This technique uses the bonded particle model for rock to represent intact material and the smooth-joint contact model (SJM) to represent the in situ joint network. The macroscopic behavior of an SRM sample depends on both the creation of new fractures through intact material and slip/opening of pre-existing joints. SRM samples containing thousands of non-persistent joints can be submitted to standard laboratory tests (UCS, triaxial loading, and direct tension tests) or tested under a non-trivial stress path representative of the stresses induced during the engineering activity under study. Output from the SRM methodology includes pre-peak properties (modulus, damage threshold, peak strength, etc.) and post-peak properties (brittleness, dilation angle, residual strength, fragmentation, etc.). Of particular interest is the ability to obtain predictions of rock mass scale effects, anisotropy, and brittleness, properties that cannot be obtained using empirical methods of property estimation. This paper presents the theoretical background of the SRM approach along with some example applications. [Copyright &y& Elsevier] |
| Copyright of International Journal of Rock Mechanics & Mining Sciences is the property of Pergamon Press - An Imprint of Elsevier Science and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Text: Availability: 0 |
|---|---|
| Header | DbId: egs DbLabel: Engineering Source An: 57860502 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
| IllustrationInfo | |
| Items | – Name: Title Label: Title Group: Ti Data: The synthetic rock mass approach for jointed rock mass modelling – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Mas+Ivars%2C+Diego%22">Mas Ivars, Diego</searchLink><relatesTo>1</relatesTo><i> diegomasivars@gmail.com</i><br /><searchLink fieldCode="AR" term="%22Pierce%2C+Matthew+E%2E%22">Pierce, Matthew E.</searchLink><relatesTo>2</relatesTo><br /><searchLink fieldCode="AR" term="%22Darcel%2C+Caroline%22">Darcel, Caroline</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Reyes-Montes%2C+Juan%22">Reyes-Montes, Juan</searchLink><relatesTo>3</relatesTo><br /><searchLink fieldCode="AR" term="%22Potyondy%2C+David+O%2E%22">Potyondy, David O.</searchLink><relatesTo>2</relatesTo><br /><searchLink fieldCode="AR" term="%22Paul+Young%2C+R%2E%22">Paul Young, R.</searchLink><relatesTo>3,4</relatesTo><br /><searchLink fieldCode="AR" term="%22Cundall%2C+Peter+A%2E%22">Cundall, Peter A.</searchLink><relatesTo>2</relatesTo> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22International+Journal+of+Rock+Mechanics+%26+Mining+Sciences%22">International Journal of Rock Mechanics & Mining Sciences</searchLink>. Feb2011, Vol. 48 Issue 2, p219-244. 26p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Mathematical+models%22">Mathematical models</searchLink><br /><searchLink fieldCode="DE" term="%22Joints+%28Geology%29%22">Joints (Geology)</searchLink><br /><searchLink fieldCode="DE" term="%22Simulation+methods+%26+models%22">Simulation methods & models</searchLink><br /><searchLink fieldCode="DE" term="%22Fracture+mechanics%22">Fracture mechanics</searchLink><br /><searchLink fieldCode="DE" term="%22Strains+%26+stresses+%28Mechanics%29%22">Strains & stresses (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Anisotropy%22">Anisotropy</searchLink><br /><searchLink fieldCode="DE" term="%22Empirical+research%22">Empirical research</searchLink><br /><searchLink fieldCode="DE" term="%22Rocks%22">Rocks</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Abstract: This paper describes synthetic rock mass (SRM) modeling, a new approach for simulating the mechanical behavior of jointed rock mass. This technique uses the bonded particle model for rock to represent intact material and the smooth-joint contact model (SJM) to represent the in situ joint network. The macroscopic behavior of an SRM sample depends on both the creation of new fractures through intact material and slip/opening of pre-existing joints. SRM samples containing thousands of non-persistent joints can be submitted to standard laboratory tests (UCS, triaxial loading, and direct tension tests) or tested under a non-trivial stress path representative of the stresses induced during the engineering activity under study. Output from the SRM methodology includes pre-peak properties (modulus, damage threshold, peak strength, etc.) and post-peak properties (brittleness, dilation angle, residual strength, fragmentation, etc.). Of particular interest is the ability to obtain predictions of rock mass scale effects, anisotropy, and brittleness, properties that cannot be obtained using empirical methods of property estimation. This paper presents the theoretical background of the SRM approach along with some example applications. [Copyright &y& Elsevier] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of International Journal of Rock Mechanics & Mining Sciences is the property of Pergamon Press - An Imprint of Elsevier Science and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=57860502 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1016/j.ijrmms.2010.11.014 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 26 StartPage: 219 Subjects: – SubjectFull: Mathematical models Type: general – SubjectFull: Joints (Geology) Type: general – SubjectFull: Simulation methods & models Type: general – SubjectFull: Fracture mechanics Type: general – SubjectFull: Strains & stresses (Mechanics) Type: general – SubjectFull: Anisotropy Type: general – SubjectFull: Empirical research Type: general – SubjectFull: Rocks Type: general Titles: – TitleFull: The synthetic rock mass approach for jointed rock mass modelling Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Mas Ivars, Diego – PersonEntity: Name: NameFull: Pierce, Matthew E. – PersonEntity: Name: NameFull: Darcel, Caroline – PersonEntity: Name: NameFull: Reyes-Montes, Juan – PersonEntity: Name: NameFull: Potyondy, David O. – PersonEntity: Name: NameFull: Paul Young, R. – PersonEntity: Name: NameFull: Cundall, Peter A. IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 02 Text: Feb2011 Type: published Y: 2011 Identifiers: – Type: issn-print Value: 13651609 Numbering: – Type: volume Value: 48 – Type: issue Value: 2 Titles: – TitleFull: International Journal of Rock Mechanics & Mining Sciences Type: main |
| ResultId | 1 |