Effects of Temperature on Residual Shear Strength of Cohesive Soils
| dc.contributor.author | Ung, Aidy | en |
| dc.contributor.committeechair | Motaleb Abdelaziz, Sherif Lotfy Abdel | en |
| dc.contributor.committeemember | Baxter, Chris | en |
| dc.contributor.committeemember | Green, Russell A. | en |
| dc.contributor.department | Civil and Environmental Engineering | en |
| dc.date.accessioned | 2023-12-20T09:00:37Z | en |
| dc.date.available | 2023-12-20T09:00:37Z | en |
| dc.date.issued | 2023-12-19 | en |
| dc.description.abstract | Unlike other thermo-mechanical soil responses, the effects of temperature on residual shear strength of soils are not well understood. Previous studies on temperature effects on residual shear strength show some contradictory findings that might be attributed to the sample's mineralogical composition and the testing procedure. This thesis aims to contribute to the understanding of (1) the temperature effects on the liquid limit of cohesive soils, (2) the impact of testing procedure on temperature-dependent residual friction angle, and (3) temperature effects on residual friction angle of soils. The fall cone tests are used to determine temperature effects on the liquid limit, while a temperature-modified ring shear apparatus is used to evaluate the residual friction angle in this study. To assess the impact of the testing procedure, the temperature is changed to 50°C at three different instants: before consolidation, before preshearing, and after preshearing; the resulting residual friction angles are assessed and compared. The effects of temperature on residual friction angle of soils are also investigated by changing the temperature in the ring shear apparatus to 10°C, 20°C, 40°C, and 50°C before consolidation. The study found that the impacts of temperature on liquid limit is mineralogy dependent. Also, the instant at which temperature change occurs in ring shear tests was found to be insignificant in terms of the residual friction angle. Moreover, the findings of the ring shear experiments suggest that clay mineralogy is important in the study of temperature-dependent residual friction angle of cohesive soils. Antigorite-rich soils may experience up to 50% changes in their residual friction angle, while soils with other clay minerals may experience less than 20% variations over a temperature range from 10 to 50 °C. | en |
| dc.description.abstractgeneral | The increase in the frequency of landslides was found to be attributed to seasonal variation in temperature and an increase in global temperature due to climate change. To anticipate, mitigate and adapt to this costly natural disaster, understanding soil response to temperature change is an essential step. The residual shear strength of a soil is a parameter used to analyze stability of landslides. The relationship between this residual shear strength and temperature is not well understood. Previous studies on temperature effects on residual shear strength show some contradictory findings that need to be better understood for a more robust assessment of the climate change impacts on the stability of natural and man-made slopes. This thesis represents a first step to fill the knowledge gap in identifying the temperature effects on the residual shear strength of soils so that the impact of climate change and seasonal variation in temperature on slopes can be assessed more rigorously. This study consists of three tasks. The first task is to assess the effects of temperature on liquid limit, a parameter widely used to estimate the residual shear strength. The second task is to investigate the impacts of the testing procedures on residual shear strength, representing three field conditions where temperature change takes place at three different instants: when the soils is consolidating under applied load, after the soil consolidated and before development of a failure plan, and after failure initiated. The last task is to assess the effects of temperature on residual shear strength of soils. From the study, it was found that the effects of temperature on liquid limits and residual shear strength are dependent on the soil's mineralogical composition. It was also found that the instant in which the temperature changes in the testing procedure does not substantially impact the residual friction angle of the soil. | en |
| dc.description.degree | Master of Science | en |
| dc.format.medium | ETD | en |
| dc.identifier.other | vt_gsexam:38625 | en |
| dc.identifier.uri | https://hdl.handle.net/10919/117231 | en |
| dc.language.iso | en | en |
| dc.publisher | Virginia Tech | en |
| dc.rights | In Copyright | en |
| dc.rights.uri | http://rightsstatements.org/vocab/InC/1.0/ | en |
| dc.subject | Residual Shear Strength | en |
| dc.subject | temperature | en |
| dc.subject | clays | en |
| dc.subject | liquid limit | en |
| dc.subject | landslides | en |
| dc.title | Effects of Temperature on Residual Shear Strength of Cohesive Soils | en |
| dc.type | Thesis | en |
| thesis.degree.discipline | Civil Engineering | en |
| thesis.degree.grantor | Virginia Polytechnic Institute and State University | en |
| thesis.degree.level | masters | en |
| thesis.degree.name | Master of Science | en |
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