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Study on Model Structure and Mechanical Anisotropy of Columnar Jointed Rock Mass Based on Three-Dimensional Printing Method

Autor(en): (Postdoctor, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.)
(Professor, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China (corresponding author).)
(Professor, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.)
(Professor, East China Investigation and Design Institute, Power China Huadong Engineering Corporation, Hangzhou, Zhejiang 310014, China.)
(Professor, East China Investigation and Design Institute, Power China Huadong Engineering Corporation, Hangzhou, Zhejiang 310014, China.)
(Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning, Guangxi 530004, China.)
(Research Associate, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.)
ORCID (Postdoctor, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China)
Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: International Journal of Geomechanics, , n. 11, v. 20
Seite(n): 04020208
DOI: 10.1061/(asce)gm.1943-5622.0001854
Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1061/(asce)gm.1943-5622.0001854.
  • Über diese
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  • Reference-ID
    10606544
  • Veröffentlicht am:
    08.05.2021
  • Geändert am:
    08.05.2021
 
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