Cargando…

A Study of Strength Parameter Evolution and a Statistical Damage Constitutive Model of Cemented Sand and Gravel

Cemented sand and gravel (CSG) has a wide range of applications in dam construction, and its properties are between rockfill and roller compacted concrete (RCC). A difference in gel content will result in a variance in CSG’s structure and mechanical properties. To investigate the intricate structura...

Descripción completa

Detalles Bibliográficos
Autores principales: Ren, Honglei, Cai, Xin, Wu, Yingli, Jing, Peiran, Guo, Wanli
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9861661/
https://www.ncbi.nlm.nih.gov/pubmed/36676279
http://dx.doi.org/10.3390/ma16020542
_version_ 1784874897555587072
author Ren, Honglei
Cai, Xin
Wu, Yingli
Jing, Peiran
Guo, Wanli
author_facet Ren, Honglei
Cai, Xin
Wu, Yingli
Jing, Peiran
Guo, Wanli
author_sort Ren, Honglei
collection PubMed
description Cemented sand and gravel (CSG) has a wide range of applications in dam construction, and its properties are between rockfill and roller compacted concrete (RCC). A difference in gel content will result in a variance in CSG’s structure and mechanical properties. To investigate the intricate structural mechanical properties of CSG, this study conducted a series of laboratory tests and associated discrete element analyses. Accordingly, the evolution law of the strength parameters of CSG is explored and a statistical damage constitutive model suitable for CSG is established. The main contributions of this study are as follows: (1) The failure mechanism of the CSG was described from the microscopic level, and the evolution law of the strength parameter cohesion and friction angle of the CSG was analyzed and summarized. (2) Based on the particle flow model, the energy development law and the spatiotemporal distribution law of acoustic emission (AE) provide illustrations of the strain hardening–softening transition features and the interaction between cohesion and friction of CSG. (3) The evolution function between the strength parameter and the strain softening parameter was built, and the critical strain softening parameter was determined by the microcrack evolution law of the particle flow model. (4) The accuracy of the evolution curve was confirmed by comparing it to experimental results. (5) Based on the relationship between cohesion loss and material damage, a statistical damage constitutive model was developed using the improved Mohr–Coulomb strength criterion as the micro strength function. The constitutive model can accurately describe the stress–strain curves of CSG with different gel content. Furthermore, the model reflects the strain hardening–softening properties of CSG and reveals the relationship between the weakening of cohesion and material damage at the microscopic level. These findings provide valuable guidelines for investigating the damage laws and microcosmic failure features of CSG and other relevant materials.
format Online
Article
Text
id pubmed-9861661
institution National Center for Biotechnology Information
language English
publishDate 2023
publisher MDPI
record_format MEDLINE/PubMed
spelling pubmed-98616612023-01-22 A Study of Strength Parameter Evolution and a Statistical Damage Constitutive Model of Cemented Sand and Gravel Ren, Honglei Cai, Xin Wu, Yingli Jing, Peiran Guo, Wanli Materials (Basel) Article Cemented sand and gravel (CSG) has a wide range of applications in dam construction, and its properties are between rockfill and roller compacted concrete (RCC). A difference in gel content will result in a variance in CSG’s structure and mechanical properties. To investigate the intricate structural mechanical properties of CSG, this study conducted a series of laboratory tests and associated discrete element analyses. Accordingly, the evolution law of the strength parameters of CSG is explored and a statistical damage constitutive model suitable for CSG is established. The main contributions of this study are as follows: (1) The failure mechanism of the CSG was described from the microscopic level, and the evolution law of the strength parameter cohesion and friction angle of the CSG was analyzed and summarized. (2) Based on the particle flow model, the energy development law and the spatiotemporal distribution law of acoustic emission (AE) provide illustrations of the strain hardening–softening transition features and the interaction between cohesion and friction of CSG. (3) The evolution function between the strength parameter and the strain softening parameter was built, and the critical strain softening parameter was determined by the microcrack evolution law of the particle flow model. (4) The accuracy of the evolution curve was confirmed by comparing it to experimental results. (5) Based on the relationship between cohesion loss and material damage, a statistical damage constitutive model was developed using the improved Mohr–Coulomb strength criterion as the micro strength function. The constitutive model can accurately describe the stress–strain curves of CSG with different gel content. Furthermore, the model reflects the strain hardening–softening properties of CSG and reveals the relationship between the weakening of cohesion and material damage at the microscopic level. These findings provide valuable guidelines for investigating the damage laws and microcosmic failure features of CSG and other relevant materials. MDPI 2023-01-05 /pmc/articles/PMC9861661/ /pubmed/36676279 http://dx.doi.org/10.3390/ma16020542 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Ren, Honglei
Cai, Xin
Wu, Yingli
Jing, Peiran
Guo, Wanli
A Study of Strength Parameter Evolution and a Statistical Damage Constitutive Model of Cemented Sand and Gravel
title A Study of Strength Parameter Evolution and a Statistical Damage Constitutive Model of Cemented Sand and Gravel
title_full A Study of Strength Parameter Evolution and a Statistical Damage Constitutive Model of Cemented Sand and Gravel
title_fullStr A Study of Strength Parameter Evolution and a Statistical Damage Constitutive Model of Cemented Sand and Gravel
title_full_unstemmed A Study of Strength Parameter Evolution and a Statistical Damage Constitutive Model of Cemented Sand and Gravel
title_short A Study of Strength Parameter Evolution and a Statistical Damage Constitutive Model of Cemented Sand and Gravel
title_sort study of strength parameter evolution and a statistical damage constitutive model of cemented sand and gravel
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9861661/
https://www.ncbi.nlm.nih.gov/pubmed/36676279
http://dx.doi.org/10.3390/ma16020542
work_keys_str_mv AT renhonglei astudyofstrengthparameterevolutionandastatisticaldamageconstitutivemodelofcementedsandandgravel
AT caixin astudyofstrengthparameterevolutionandastatisticaldamageconstitutivemodelofcementedsandandgravel
AT wuyingli astudyofstrengthparameterevolutionandastatisticaldamageconstitutivemodelofcementedsandandgravel
AT jingpeiran astudyofstrengthparameterevolutionandastatisticaldamageconstitutivemodelofcementedsandandgravel
AT guowanli astudyofstrengthparameterevolutionandastatisticaldamageconstitutivemodelofcementedsandandgravel
AT renhonglei studyofstrengthparameterevolutionandastatisticaldamageconstitutivemodelofcementedsandandgravel
AT caixin studyofstrengthparameterevolutionandastatisticaldamageconstitutivemodelofcementedsandandgravel
AT wuyingli studyofstrengthparameterevolutionandastatisticaldamageconstitutivemodelofcementedsandandgravel
AT jingpeiran studyofstrengthparameterevolutionandastatisticaldamageconstitutivemodelofcementedsandandgravel
AT guowanli studyofstrengthparameterevolutionandastatisticaldamageconstitutivemodelofcementedsandandgravel