Sensitivity Analyses of Hypoplastic Model Parameters to Simulate the Stress–Strain Behavior of MICP-Treated Sand-Reference-Cited by-同舟云学术

Sensitivity Analyses of Hypoplastic Model Parameters to Simulate the Stress–Strain Behavior of MICP-Treated Sand

Published:2022-03-17 Issue: Volume: Page:
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Container-title:Geo-Congress 2022
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Author:

Ahmed Faria¹²³,Montoya Brina M.¹²³,Gabr Mohammed A.¹²³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC.

2. Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC.

3. Distinguished Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784484012.039

Reference17 articles.

1. Evans, T. M., Khoubani, A., and Montoya, B. M. (2015). Simulating mechanical response in bio-cemented sands. In Computer Methods and Recent Advances in Geomechanics: Proceedings of the 14th International Conference of International Association for Computer Methods and Recent Advances in Geomechanics, 2014 (IACMAG 2014) (pp. 1569–1574). Taylor & Francis Books Ltd.

2. Discrete element method simulations of bio-cemented sands

3. Quantifying Level of Microbial-Induced Cementation for Cyclically Loaded Sand

4. Fuentes W. (2018). ISA-Hypoplasticity (cyclic) Accessed from http://www.geo-research.info/umats-for-soils-abaqus/ on 2020-08-15.

5. An elastoplastic mechanical constitutive model for microbially mediated cemented soils

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