The Study of Various Phenomena behind the Soil Deformation
The nature puts no restriction and allows particles to behave freely and randomly. The soil particles deform when they are subjected to the loading, following a unique pattern. When the shear stress breaks down the original structure of a particulate mass during loading to a flow structure, steady s...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek
2022-01-01
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| Series: | Tehnički Vjesnik |
| Subjects: | |
| Online Access: | https://hrcak.srce.hr/file/395156 |
| _version_ | 1797206823997014016 |
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| author | Rengaswamy Arivazhagan* Krishnamurthy Premalatha |
| author_facet | Rengaswamy Arivazhagan* Krishnamurthy Premalatha |
| author_sort | Rengaswamy Arivazhagan* |
| collection | DOAJ |
| description | The nature puts no restriction and allows particles to behave freely and randomly. The soil particles deform when they are subjected to the loading, following a unique pattern. When the shear stress breaks down the original structure of a particulate mass during loading to a flow structure, steady state conditions occur. The soil deformation follows the Poisson process since the deformation follows the exponential order. The inter particle contact at the soil grains follows the concepts of simple friction. These revelations about soil behaviour paved way for a new concept called dynamic system based soil mechanics. In this model, the first order nonlinear differential equations are formed. The DSSM parameters for sand-silt mixtures under different drainage conditions decrease with increase in confining pressure. It is concluded that the applicability of this model varies with the gradation and grain size characteristics and sand silt mixtures. |
| first_indexed | 2024-04-24T09:13:09Z |
| format | Article |
| id | doaj.art-d6a6d33a4197440998cc44df4e4f2986 |
| institution | Directory Open Access Journal |
| issn | 1330-3651 1848-6339 |
| language | English |
| last_indexed | 2024-04-24T09:13:09Z |
| publishDate | 2022-01-01 |
| publisher | Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek |
| record_format | Article |
| series | Tehnički Vjesnik |
| spelling | doaj.art-d6a6d33a4197440998cc44df4e4f29862024-04-15T17:35:31ZengFaculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in OsijekTehnički Vjesnik1330-36511848-63392022-01-0129265966310.17559/TV-20201112161603The Study of Various Phenomena behind the Soil DeformationRengaswamy Arivazhagan*0Krishnamurthy Premalatha1Meenakshi Sundararajan Engineering College, A3, R.E. ApartmentsKrishnapuram Street, Choolaimedu, Chennai-94College of Engineering Guindy, No.19, Second cross street, Rathinamani Nagar, Perungudi, Chennai-96The nature puts no restriction and allows particles to behave freely and randomly. The soil particles deform when they are subjected to the loading, following a unique pattern. When the shear stress breaks down the original structure of a particulate mass during loading to a flow structure, steady state conditions occur. The soil deformation follows the Poisson process since the deformation follows the exponential order. The inter particle contact at the soil grains follows the concepts of simple friction. These revelations about soil behaviour paved way for a new concept called dynamic system based soil mechanics. In this model, the first order nonlinear differential equations are formed. The DSSM parameters for sand-silt mixtures under different drainage conditions decrease with increase in confining pressure. It is concluded that the applicability of this model varies with the gradation and grain size characteristics and sand silt mixtures.https://hrcak.srce.hr/file/395156exponential decayinteractionsandsilttriaxial test |
| spellingShingle | Rengaswamy Arivazhagan* Krishnamurthy Premalatha The Study of Various Phenomena behind the Soil Deformation Tehnički Vjesnik exponential decay interaction sand silt triaxial test |
| title | The Study of Various Phenomena behind the Soil Deformation |
| title_full | The Study of Various Phenomena behind the Soil Deformation |
| title_fullStr | The Study of Various Phenomena behind the Soil Deformation |
| title_full_unstemmed | The Study of Various Phenomena behind the Soil Deformation |
| title_short | The Study of Various Phenomena behind the Soil Deformation |
| title_sort | study of various phenomena behind the soil deformation |
| topic | exponential decay interaction sand silt triaxial test |
| url | https://hrcak.srce.hr/file/395156 |
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