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

Auteur(s): ORCID (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)
(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.)
(Associate Professor of Geotechnical Engineering, School of Civil Engineering and Architecture, Xi’an Univ. of Technology, Xi’an 710048, Shaanxi, China.)
(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.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 5, v. 20
Page(s): 04020039
DOI: 10.1061/(asce)gm.1943-5622.0001642
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1061/(asce)gm.1943-5622.0001642.
  • Informations
    sur cette fiche
  • Reference-ID
    10606340
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
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