Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand-Reference-Cited by-同舟云学术

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

Published:2019-09 Issue:9 Volume:145 Page:04019048
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Xiao Yang¹,He Xiang²,Evans T. Matthew³^ORCID,Stuedlein Armin W.³^ORCID,Liu Hanlong⁴

Affiliation:

1. 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; Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

2. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

3. Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331. ORCID: .

4. Professor and Vice President, School of Civil Engineering, Chongqing Univ., Chongqing 400450, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002108

Reference60 articles.

1. Effect of chemical treatment used in MICP on engineering properties of cemented soils

2. Factors Affecting Efficiency of Microbially Induced Calcite Precipitation

3. Rock failure modes under uniaxial compression, Brazilian, and point load tests

4. Stabilisation of iron mine tailings through biocalcification

5. Geotechnical Tests of Sands Following Bioinduced Calcite Precipitation Catalyzed by Indigenous Bacteria

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