Evaluating Injection Strategies for Microbially Induced Calcite Precipitation and Implications for Applications to Road Structures

Author:

Dorian Hudson11234,Gunyol Pinar11234,Lauf Jenna11234,Khosravi Mohammad11234,Phillips Adrienne11234,Cunningham Alfred11234

Affiliation:

1. Master’s Student, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT.

2. Undergraduate Student, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT.

3. Assistant Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT.

4. Associate Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT.

Publisher

American Society of Civil Engineers

Reference13 articles.

1. AASHTO. (1993). AASHTO Guide for Design of Pavement Structures.

2. Arab M. G. Alsodi R. Almajed A. Yasuhara H. Zeiada W. and Shahin M. A. (2021). State-of-the-Art Review of Enzyme-Induced Calcite Precipitation (EICP) for Ground Improvement: Applications and Prospects. Geosciences 2021 Vol. 11 492.

3. Implementation of Resilient Modulus – CBR relationship on Mechanistic-Empirical (M.-E) Pavement Design;Dione A.;Revue du CAMES – Sciences Appliquées et de l’Ingeniuer,2014

4. Gunyol P. Khosravi M. Phillips A. and Plymesser K. (2022). Thermal Properties of Bio-Cemented Sand. Geo-Congress 2022: State of the Art and Practice in Geotechnical Engineering p. 356–364.

5. Dynamic Testing of Pavements;Heukelom W.;Transactions of the American Society of Civil Engineers,1962

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