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| Content Provider | Springer Nature Link |
|---|---|
| Author | Kim, Byeong Su Shibuya, Satoru Park, Seong Wan Kato, Shoji |
| Copyright Year | 2012 |
| Abstract | This paper examines the effect of the opening between the shear boxes on the shear behavior in the direct shear box test (H=20 mm×D=60 mm) under a constant vertical stress using seven types of granular material. It is observed that the magnitude of shear strength and dilatancy decreases due to the outflow of sample with an increase in the opening. The two notions of the Threshold Point (TP) as the limit opening size and the Threshold Line (TL) offering the guideline of opening size is defined according to the mean particle size of soil samples. However, similar shear behaviors were observed regardless of the opening size because there was no outflow of sample through applying the Teflon sheet in the direct shear box tests for Toyoura sand. Finally, the shear mode on the circular specimen applying the Teflon sheet is also examined in comparison with the results from other tests. |
| Starting Page | 1132 |
| Ending Page | 1142 |
| Page Count | 11 |
| File Format | |
| ISSN | 12267988 |
| Journal | KSCE Journal of Civil Engineering |
| Volume Number | 16 |
| Issue Number | 7 |
| e-ISSN | 19763808 |
| Language | English |
| Publisher | Korean Society of Civil Engineers |
| Publisher Date | 2012-10-30 |
| Publisher Place | Heidelberg |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | direct shear box test opening size outflow of sample Teflon sheet shear mode Geotechnical Engineering & Applied Earth Sciences Civil Engineering Industrial Pollution Prevention |
| Content Type | Text |
| Resource Type | Article |
| Subject | Civil and Structural Engineering |
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