P wave Velocity Variation of the Pochon Granite due to the Cyclic Loadings

압축피로에 의한 포천화강암의 P파속도 변화 특성

  • Kim, Yeong Hwa (Department of Geophysics, Kangwon National University) ;
  • Jang, Bo-An (Department of Geophysics, Kangwon National University) ;
  • Kim, Jae Dong (Department of Resources Engineering, Kangwon National University) ;
  • Rhee, Chan Goo (Nuclear Environment Technology Institute) ;
  • Moon, Byeung Kwan (Department of Geophysics, Kangwon National University)
  • Received : 1997.05.06
  • Published : 1997.06.28

Abstract

The behavior of rocks and microcrack development due to fatigue stresses are investigated using cyclic loading tests and ultrasonic velocity measurements. Twenty six medium-grained granite samples from the Pochon area are selected for measurements. Ultrasonic velocities are measured for samples before fatigue test to characterize the pre-existing microcracks. Then, thirteen different cycles of loadings with 70% and 80% dynamic strength are applied to the samples. The ultrasonic velocities are measured again to compare velocities after applications of fatigue stress with those before applications of fatigue stress. The results show that most microcracks are developed along the direction parallel to the axis of loading and that the amount of microcracks increases, as loading levels and numbers of cycle increase.

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Acknowledgement

Supported by : 한국원자력연구소