- All Journals
- Al-Qadisiyah University
- Basrah University
- Kirkuk University
- Mosul University
- The Iraqi Borad for Medical Specialization
- University of Anbar
- University of Technology
- Al Mustafa University
- Al-Zahraa University for Women
- Alnoor University
- Kunooz University
- Misan University
- Ninevah University
- Tikrit University
- University of Al-Hamdaniya
- University of Kerbala
EFFECTS OF TEMPERATURE AND CREEP ON THE PERFORMANCE OF SUBGRADE LAYER | ||
| Journal of Engineering and Sustainable Development | ||
| Article 1, Volume 21, Issue 2, 2017, Pages 118-128 | ||
| Authors | ||
| Saja Faisal Abbas; Saad Farhan Ibrahim | ||
| Abstract | ||
| The creep of clayey subgrade soils is understood to be a process of deformation progressing in time under a constant stress and temperature. Owing to the creep of subgrade layer, stress redistribution occurs with a subsequent drop of the strength, and hence decreases in the value of the safety factor of the pavement structure. In addition, the seasonal variation in temperature in the subgrade layer tends to change throughout the pavement's life. The influence of temperature on the behavior and properties of subgrade soils influences pavement performance, and distress of pavement structures. Experimental investigation of creep in a clayey subgrade layer under constant stress, with consideration of variation of temperature and dry density is a very difficult task. Therefore, despite of urgency of the problem, little has been published on this matter. Therefore it is important to investigate, and study effects of combined temperature and creep characteristics of the response of subgrade pavement layer performance by using oedometer apparatus to analysis creep behavior of pavement layers under effect of different temperatures. Based on the results of this study it is concluded that, the increase in the temperature from 20 oC to 70oC causes an increase of (52, 55.9 and 56.1%) in the creep strain of the seventh day from applying load for soil sample, asphalt sample and combined sample respectively. The higher creep strain value can be noticed in the asphalt specimens, while the lowest strain can be shown in soil samples. If the creep strain is recorded after seven days from applying constant stress for asphalt and combined samples and compared with soil specimens, it is noticed that the strain increases with: (50% and 37.5% for 20 oC, 49.6% and 40.2% for 40 oC, 56% and 46.3% for 60 oC and 53.9%, 42.7% for 70 oC) for asphalt and combined (soil under asphalt layer) samples respectively. | ||
| Keywords | ||
| Creep; temperature; Secondary Settlement and Subgrade | ||
|
Statistics Article View: 107 PDF Download: 35 |
||