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Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand

Author(s): (Professor, State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400030, China; Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Chongqing 400045, China; Profes)
(Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.)
ORCID (Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331)
ORCID (Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331)
(Professor and Vice President, School of Civil Engineering, Chongqing Univ., Chongqing 400450, China.)
Medium: journal article
Language(s): English
Published in: Journal of Geotechnical and Geoenvironmental Engineering, , n. 9, v. 145
DOI: 10.1061/(asce)gt.1943-5606.0002108
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)gt.1943-5606.0002108.
  • About this
    data sheet
  • Reference-ID
    10694503
  • Published on:
    11/12/2022
  • Last updated on:
    11/12/2022
 
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