Strength and Deformation Responses of Biocemented Sands Using a Temperature-Controlled Method-Reference-Cited by-同舟云学术

Strength and Deformation Responses of Biocemented Sands Using a Temperature-Controlled Method

Published:2019-11 Issue:11 Volume:19 Page:04019120
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xiao Yang¹,Wang Yang²,Desai C. S.³,Jiang Xiang⁴,Liu Hanlong⁵

Affiliation:

1. Professor, State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400030, China; Researcher, 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. Regents' Professor Emeritus, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721.

4. Researcher, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

5. Professor and Vice President, Chongqing Univ., Chongqing 400450, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001497

Reference70 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. Characterization and Engineering Properties of Dry and Ponded Class-F Fly Ash

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