Effect of loading strain rate on creep and stress-relaxation characteristics of sandy silt
Silty soil is abundant in alluvium deposits within urban areas, and determination of its long-term settlement characteristics is a crucial issue. This study aims to investigate the effect of four different strain rates (i.e., 1, 0.1, 0.01, 0.001 mm/min) on the creep and stress-relaxation behaviour...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2020-09-01
|
| Series: | Results in Engineering |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2590123020300499 |
| _version_ | 1818281727091539968 |
|---|---|
| author | Amin Chegenizadeh Mahdi Keramatikerman Hamid Nikraz |
| author_facet | Amin Chegenizadeh Mahdi Keramatikerman Hamid Nikraz |
| author_sort | Amin Chegenizadeh |
| collection | DOAJ |
| description | Silty soil is abundant in alluvium deposits within urban areas, and determination of its long-term settlement characteristics is a crucial issue. This study aims to investigate the effect of four different strain rates (i.e., 1, 0.1, 0.01, 0.001 mm/min) on the creep and stress-relaxation behaviour of a natural type of sandy silt by performing a series of triaxial compression tests. In monotonic (reference) tests, the peak deviatoric stress increased and the volumetric strain decreased by increasing the shearing rate. The results in greater shearing rates showed that the deviatoric stress curves have a greater quasi-elastic behaviour followed by a slight yield point. Also, an almost uniform behaviour was recorded in the deviatoric stress of the specimens tested at lower shearing rates. The creep testing showed that the specimens tested at greater initial shearing rates have a greater axial strain than those tested at lower shearing rates. Also, the stress-relaxation testing showed that the specimens tested at higher shearing rates have a greater relaxation than the specimens tested at lower initial shearing rates. A comparison between particle breakages that occurred in each testing condition showed that the particle breakage index (PBI) in a monotonic condition is 1.25 and 1.5 times (in average) greater than the creep and stress-relaxation tests respectively. |
| first_indexed | 2024-12-13T00:09:43Z |
| format | Article |
| id | doaj.art-58aab14d5aea44bd858e94be25c69a45 |
| institution | Directory Open Access Journal |
| issn | 2590-1230 |
| language | English |
| last_indexed | 2024-12-13T00:09:43Z |
| publishDate | 2020-09-01 |
| publisher | Elsevier |
| record_format | Article |
| series | Results in Engineering |
| spelling | doaj.art-58aab14d5aea44bd858e94be25c69a452022-12-22T00:06:02ZengElsevierResults in Engineering2590-12302020-09-017100143Effect of loading strain rate on creep and stress-relaxation characteristics of sandy siltAmin Chegenizadeh0Mahdi Keramatikerman1Hamid Nikraz2Department of Civil Engineering, Curtin University of Technology, Kent Street, Bentley, Perth, Western Australia, 6102, Australia; Corresponding author.Arup Australia Services Pty Ltd, 61-73 Sturt Street, Townsville, Queensland, 4810, AustraliaDepartment of Civil Engineering, Curtin University of Technology, Kent Street, Bentley, Perth, Western Australia, 6102, AustraliaSilty soil is abundant in alluvium deposits within urban areas, and determination of its long-term settlement characteristics is a crucial issue. This study aims to investigate the effect of four different strain rates (i.e., 1, 0.1, 0.01, 0.001 mm/min) on the creep and stress-relaxation behaviour of a natural type of sandy silt by performing a series of triaxial compression tests. In monotonic (reference) tests, the peak deviatoric stress increased and the volumetric strain decreased by increasing the shearing rate. The results in greater shearing rates showed that the deviatoric stress curves have a greater quasi-elastic behaviour followed by a slight yield point. Also, an almost uniform behaviour was recorded in the deviatoric stress of the specimens tested at lower shearing rates. The creep testing showed that the specimens tested at greater initial shearing rates have a greater axial strain than those tested at lower shearing rates. Also, the stress-relaxation testing showed that the specimens tested at higher shearing rates have a greater relaxation than the specimens tested at lower initial shearing rates. A comparison between particle breakages that occurred in each testing condition showed that the particle breakage index (PBI) in a monotonic condition is 1.25 and 1.5 times (in average) greater than the creep and stress-relaxation tests respectively.http://www.sciencedirect.com/science/article/pii/S2590123020300499CreepRelaxationSandy siltTriaxialSoil mechanics |
| spellingShingle | Amin Chegenizadeh Mahdi Keramatikerman Hamid Nikraz Effect of loading strain rate on creep and stress-relaxation characteristics of sandy silt Results in Engineering Creep Relaxation Sandy silt Triaxial Soil mechanics |
| title | Effect of loading strain rate on creep and stress-relaxation characteristics of sandy silt |
| title_full | Effect of loading strain rate on creep and stress-relaxation characteristics of sandy silt |
| title_fullStr | Effect of loading strain rate on creep and stress-relaxation characteristics of sandy silt |
| title_full_unstemmed | Effect of loading strain rate on creep and stress-relaxation characteristics of sandy silt |
| title_short | Effect of loading strain rate on creep and stress-relaxation characteristics of sandy silt |
| title_sort | effect of loading strain rate on creep and stress relaxation characteristics of sandy silt |
| topic | Creep Relaxation Sandy silt Triaxial Soil mechanics |
| url | http://www.sciencedirect.com/science/article/pii/S2590123020300499 |
| work_keys_str_mv | AT aminchegenizadeh effectofloadingstrainrateoncreepandstressrelaxationcharacteristicsofsandysilt AT mahdikeramatikerman effectofloadingstrainrateoncreepandstressrelaxationcharacteristicsofsandysilt AT hamidnikraz effectofloadingstrainrateoncreepandstressrelaxationcharacteristicsofsandysilt |