Salt Solution Attack–Induced Freeze–Thaw Mechanical Degradation and Its Correlation with Strength Characteristic of Mode-I Fracture Sandstone
| Author(s): |
T. L. Han
(Lecturer of Geotechnical Engineering, School of Civil Engineering and Architecture, Xi’an Univ. of Technology, Xi’an 710048, Shaanxi, China; Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, C)
J. P. Shi (Professor of Geotechnical Engineering, School of Civil Engineering and Architecture, State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area, Xi’an Univ. of Technology, Xi’an 710048, Shaanxi, China.) Y. S. Chen (Associate Professor of Geotechnical Engineering, School of Civil Engineering and Architecture, Xi’an Univ. of Technology, Xi’an 710048, Shaanxi, China.) X. S. Cao (Professor of Geotechnical Engineering, School of Civil Engineering and Architecture, State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area, Xi’an Univ. of Technology, Xi’an 710048, Shaanxi, China.) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | International Journal of Geomechanics, May 2020, n. 5, v. 20 |
| Page(s): | 04020039 |
| DOI: | 10.1061/(asce)gm.1943-5622.0001642 |
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data sheet - Reference-ID
10606340 - Published on:
08/05/2021 - Last updated on:
08/05/2021
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