| Title |
Vane Shear Test on Nakdong River Sand |
| Authors |
박성식(Park, Sung-Sik) ; 쪼우안(Zhou, An) ; 김동락(Kim, Dong-Rak) |
| DOI |
https://doi.org/10.12652/Ksce.2016.36.3.0463 |
| Keywords |
베인전단시험;마찰각;모래;파괴면 Vane shear test;Friction angle;Sand;Failure surface |
| Abstract |
A vane shear test (VST) is a simple testing method for determining an undrained shear strength of cohesive soils by minimizing soil disturbance. In this study, the VST was used to determine a shear strength of sand. Dry Nakdong River sand was prepared for loose and dense conditions in a cell and then pressurized with 25, 50, 75 or 100 kPa from the surface of sand. A vane (5 cm in diameter and 10 cm in height) was rotated and a torque was measured within sand. When a torque moment by vane and friction resistance moment by sand is assumed to be equalized, a friction angle can be obtained. When a vane rotates within clay, a uniform undrained shear strength is assumed to be acting on cylindrical failure surface. On the other hand, when it is applied for sand, the failure shape can be assumed to be an octagonal or square column. The relationship between measured torque and resistant force along assumed failure shapes due to friction of sand was derived and the internal friction angle of sand was determined for loose and dense conditions. For the same soil condition, a series of direct shear test was carried out and compared with VST result. The friction angle from VST was between 24-42 degrees for loose sand and 33-53 degrees for dense sand. This is similar to those of direct shear tests. |