Data for: Establishment of damage statistical constitutive model of loaded rock and method for determining its parameters under freeze-thaw condition

Published: 22 January 2019| Version 1 | DOI: 10.17632/jcz6wdfjxh.1
Contributors:
Xuedong Luo, Nan Jiang, Wen Fang

Description

No. 3-3 refers to the sample after 0 cycles of freeze-thaw, No. 3-5 refers to the sample after 10 cycles of freeze-thaw, No. 3-9 refers to the sample after 15 cycles of freeze-thaw, No. 3-11 refers to the sample after 20 cycles of freeze-thaw, No. 3-15 refers to the sample after 25 cycles of freeze-thaw, No. 3-18 refers to the sample after 30 cycles of freeze-thaw.

Files

Categories

Rock Mechanics

Licence