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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Zhao Fuxiao Yu Tianqing Cheng Jianhua |
| Copyright Year | 2010 |
| Description | Author affiliation: College of Resources and Civil Engineering, Northeast university, Shenyang China (Zhao Fuxiao; Yu Tianqing; Cheng Jianhua) |
| Abstract | The studying team prepared stress-absorbing material interlayer (SAMI) modified asphalt mixture by the best use of local conditions to test its actual modulus of elasticity, Combining with actual local conditions, Studying team ultimately determine the SAMI practical elastic modulus, which was applied to ANSYS finite element method (FEM) software to calculate the different stress effect of the SAMI thickness, Through analyzing the stress-strain laws with the change of asphalt mixture SAMI thickness under traffic loads, we learned that SAMI eases its own stress a little by increasing its thickness, SAMI thickness change has little effect to the maximum bending deflection values in overlay surface and the bending deflection and the bending deflection difference on both sides of seams. Finally we determine a optimum value of asphalt mixture SAMI thickness for the locally available materials to meet the requirements of anti-cracking for both design and construction at the maximum limit. |
| Starting Page | 1114 |
| Ending Page | 1117 |
| File Size | 226593 |
| Page Count | 4 |
| File Format | |
| ISBN | 9781424477371 |
| e-ISBN | 9781424477395 |
| DOI | 10.1109/MACE.2010.5536612 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 2010-06-26 |
| Publisher Place | China |
| Access Restriction | Subscribed |
| Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Subject Keyword | Materials testing Elastic modulus Building materials Educational institutions Asphalt mixture Minerals SAMI Petroleum Stress FEM Road transportation Asphalt Aggregates Civil engineering |
| Content Type | Text |
| Resource Type | Article |
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