Size effect of parallel-joint spacing on uniaxial compressive strength of rock.


Journal

PloS one
ISSN: 1932-6203
Titre abrégé: PLoS One
Pays: United States
ID NLM: 101285081

Informations de publication

Date de publication:
2021
Historique:
received: 07 05 2021
accepted: 26 08 2021
entrez: 20 9 2021
pubmed: 21 9 2021
medline: 15 12 2021
Statut: epublish

Résumé

The existence of parallel joints has an impact on the size effect of the uniaxial compressive strength of rock, but the relationship is yet to be obtained. In this paper, the influence of parallel-joint spacing on the size effect and characteristic size of rock uniaxial compressive strength is studied by establishing five types of parallel-joint-spacing simulation schemes. The influence of parallel-joint spacing on the size effect of rock uniaxial compressive strength is explored by analyzing the stress-strain curves of rocks with different parallel-joint spacings and rock sizes. The relationship between the uniaxial compressive strength and the size of the rock with parallel joints and its special mathematical model are obtained, and the particular form of the compressive-strength characteristic size and parallel-joint spacing is obtained.

Identifiants

pubmed: 34543295
doi: 10.1371/journal.pone.0257245
pii: PONE-D-21-12185
pmc: PMC8451996
doi:

Substances chimiques

Minerals 0

Types de publication

Journal Article Research Support, Non-U.S. Gov't

Langues

eng

Sous-ensembles de citation

IM

Pagination

e0257245

Déclaration de conflit d'intérêts

The authors have declared that no competing interests exist.

Auteurs

Gaojian Hu (G)

School of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang, China.
Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing, Zhejiang, China.
Zhejiang Collaborative Innovation Center for Prevention and Control of Mountain Geologic Hazards, Shaoxing, Zhejiang, China.

Gang Ma (G)

School of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang, China.

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