Salt Solution Attack–Induced Freeze–Thaw Mechanical Degradation and Its Correlation with Strength Characteristic of Mode-I Fracture Sandstone-Reference-Cited by-同舟云学术

Salt Solution Attack–Induced Freeze–Thaw Mechanical Degradation and Its Correlation with Strength Characteristic of Mode-I Fracture Sandstone

Published:2020-05 Issue:5 Volume:20 Page:04020039
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Han T. L.¹^ORCID,Shi J. P.²,Chen Y. S.³,Cao X. S.²

Affiliation:

1. 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, China (corresponding author). ORCID: .

2. 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.

3. Associate Professor of Geotechnical Engineering, School of Civil Engineering and Architecture, Xi’an Univ. of Technology, Xi’an 710048, Shaanxi, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001642

Reference26 articles.

1. Evaluation of the long-term durability of yellow travertine using accelerated weathering tests

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3. Water behaviour in limestones as a function of pores structure: Application to frost resistance of some Lorraine limestones

4. Advance and review on the thermo-hydro-mechanical characteristics of rock mass under condition of low temperature and freeze–thaw cycles;Chen W. Z.;Chin. J. Rock Mech. Eng.,2011

5. Grain-Based Discrete-Element Modeling Study on the Effects of Cementation on the Mechanical Behavior of Low-Porosity Brittle Rocks

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