kth.sePublications KTH
Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
A Shear Behavior Prediction Model for Fresh Sedimentary Rock Fractures Considering Relation Between Shear Energy and Asperity Damage
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China.
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China.
KTH, School of Architecture and the Built Environment (ABE), Sustainable development, Environmental science and Engineering, Water and Environmental Engineering.ORCID iD: 0000-0002-0958-7181
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China.ORCID iD: 0000-0002-9993-3948
2025 (English)In: Rock Mechanics and Rock Engineering, ISSN 0723-2632, E-ISSN 1434-453X, Vol. 58, no 7, p. 7287-7305Article in journal (Refereed) Published
Abstract [en]

Accurately estimating the evolutions of stress, aperture, and surface morphology of fractures during shear is crucial for analyzing the coupled processes in rock masses. Here, a new predictive model for analyzing the shear behavior of rock fractures that considers the shear energy-damage relation of contacted asperities is proposed. By incorporating the wear theory into the analysis of mesoscopic contact mechanics of asperities, this model enables comprehensive analysis of the deformation and damage at single asperities and their impacts on the overall shear behavior. Direct shear tests were conducted on two distinct types of tensile fractures, and the capability of this model in predicting the shear strength, shear-induced dilation, and surface damage was validated against experimental data. A comparison with the classical JRC-JCS model and previous semi-analytical predictive models was implemented to highlight the advantages and future prospects of this model. Sensitivity analysis of the shear behavior to key parameters involved in this model was put forward to comprehensively elaborate the mechanical interactions at asperity and fracture scales.

Place, publisher, year, edition, pages
2025. Vol. 58, no 7, p. 7287-7305
Keywords [en]
Rock fracture, Direct shear, Predictive model, Shear strength, Dilation, Asperity damage
National Category
Earth Observation
Identifiers
URN: urn:nbn:se:kth:diva-363632DOI: 10.1007/s00603-025-04540-6ISI: 001461163900001Scopus ID: 2-s2.0-105002168917OAI: oai:DiVA.org:kth-363632DiVA, id: diva2:1959374
Note

QC 20260122

Available from: 2025-05-20 Created: 2025-05-20 Last updated: 2026-01-22Bibliographically approved

Open Access in DiVA

No full text in DiVA

Other links

Publisher's full textScopus

Authority records

Zou, Liangchao

Search in DiVA

By author/editor
Zou, LiangchaoLi, Bo
By organisation
Water and Environmental Engineering
In the same journal
Rock Mechanics and Rock Engineering
Earth Observation

Search outside of DiVA

GoogleGoogle Scholar

doi
urn-nbn

Altmetric score

doi
urn-nbn
Total: 81 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf