A Simplified Silty Sand Model

A unified critical state model has been developed for both clean sand and silty sand using the modified Cam-clay model (MCC). The main feature of the proposed model is a new critical state line equation in the <i>e</i>-ln(<i>p</i>) plane that is capable of handling both strai...

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Main Authors: Nopanom Kaewhanam, Krit Chaimoon
Format: Article
Language:English
Published: MDPI AG 2023-07-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/13/14/8241
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author Nopanom Kaewhanam
Krit Chaimoon
author_facet Nopanom Kaewhanam
Krit Chaimoon
author_sort Nopanom Kaewhanam
collection DOAJ
description A unified critical state model has been developed for both clean sand and silty sand using the modified Cam-clay model (MCC). The main feature of the proposed model is a new critical state line equation in the <i>e</i>-ln(<i>p</i>) plane that is capable of handling both straight and curved test results. With this feature, the error in calculating plastic volumetric strain is, in theory, eliminated. Another crucial feature of the model is the transformed stress tensor based on the SMP (spatially mobilized plane) criterion, which takes into account the proper shear yield and failure of soil under three-dimensional stresses. Additionally, the proposed model applies the intergranular void ratio with the fines influence factor for silty sand. Only eight soil parameters are required for clean sand, and a total number of twelve soil parameters are needed for silty sand. This model not only enhances the predictive accuracy for granular soils but also broadens the applicability of the model to encompass silty sand in both drained and undrained analyses.
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spelling doaj.art-e88d48d22397402d9a59a3cce9fe10bc2023-11-18T18:10:17ZengMDPI AGApplied Sciences2076-34172023-07-011314824110.3390/app13148241A Simplified Silty Sand ModelNopanom Kaewhanam0Krit Chaimoon1Department of Civil Engineering, Faculty of Engineering, Mahasarakham University, Maha Sarakham 44150, ThailandDepartment of Civil Engineering, Faculty of Engineering, Mahasarakham University, Maha Sarakham 44150, ThailandA unified critical state model has been developed for both clean sand and silty sand using the modified Cam-clay model (MCC). The main feature of the proposed model is a new critical state line equation in the <i>e</i>-ln(<i>p</i>) plane that is capable of handling both straight and curved test results. With this feature, the error in calculating plastic volumetric strain is, in theory, eliminated. Another crucial feature of the model is the transformed stress tensor based on the SMP (spatially mobilized plane) criterion, which takes into account the proper shear yield and failure of soil under three-dimensional stresses. Additionally, the proposed model applies the intergranular void ratio with the fines influence factor for silty sand. Only eight soil parameters are required for clean sand, and a total number of twelve soil parameters are needed for silty sand. This model not only enhances the predictive accuracy for granular soils but also broadens the applicability of the model to encompass silty sand in both drained and undrained analyses.https://www.mdpi.com/2076-3417/13/14/8241clean sandsilty sandelastoplastic modelcritical state modelcritical state linesimple model
spellingShingle Nopanom Kaewhanam
Krit Chaimoon
A Simplified Silty Sand Model
Applied Sciences
clean sand
silty sand
elastoplastic model
critical state model
critical state line
simple model
title A Simplified Silty Sand Model
title_full A Simplified Silty Sand Model
title_fullStr A Simplified Silty Sand Model
title_full_unstemmed A Simplified Silty Sand Model
title_short A Simplified Silty Sand Model
title_sort simplified silty sand model
topic clean sand
silty sand
elastoplastic model
critical state model
critical state line
simple model
url https://www.mdpi.com/2076-3417/13/14/8241
work_keys_str_mv AT nopanomkaewhanam asimplifiedsiltysandmodel
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AT nopanomkaewhanam simplifiedsiltysandmodel
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