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최만용 ( Choi Man-young ),박정학 ( Park Jeong-hark ),김치엽 ( Kim Chi-yeop ),허광희 ( Heo Gwang-hee ),노윤방 ( Noh Yun-bang ) 한국구조물진단유지관리공학회 2000 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.4 No.1
Rock slopes generally fail along existing geological defects. It is difficult to estimate the stability because mechanical characteristics of rock slope depend on geological condition such as a rock mass with tension crack, joint, fault, and broken zone. Therefore rock slope problems were required consideration of the geometrical relationship between discontinuity planes, the slope and the force vectors in involved. It is useful that measurement technique in order to predict the stability of discontinuous rock slope. The model tests, using a measuring instrument as it is CCD camera, crack gauge, and LVDT etc., propose new method to evaluate for rock slope stability by image measurement.