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Modified KCC model for modelling mechanical behaviour of quartz sandstone under triaxial compression from low to high confining pressures

Author(s): (Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Institute of Deep Engineering and Intelligent Technology, Northeastern University, Shenyang, China)
(Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Institute of Deep Engineering and Intelligent Technology, Northeastern University, Shenyang, China)
(China Railway Eryuan Engineering Group Co. Ltd., Chengdu, China)
(Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Institute of Deep Engineering and Intelligent Technology, Northeastern University, Shenyang, China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 14, v. 26
Page(s): 1-17
DOI: 10.1080/19648189.2021.1965916
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/19648189.2021.1965916.
  • About this
    data sheet
  • Reference-ID
    10637495
  • Published on:
    30/11/2021
  • Last updated on:
    10/12/2022
 
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