• 한국암석학회:학술대회논문집
• /
• 한국암석학회 2003년도 춘계학술대회
• /
• pp.66-66
• /
• 2003

• 대한용접접합학회:학술대회논문집
• /
• 대한용접접합학회 1996년도 특별강연 및 춘계학술발표 개요집
• /
• pp.217-218
• /
• 1996

• 기술표준
• /
• 통권14호
• /
• pp.52-53
• /
• 2003

• 한국표면공학회:학술대회논문집
• /
• 한국표면공학회 1999년도 춘계학술발표회 초록집
• /
• pp.25-26
• /
• 1999

• 대한지리학회:학술대회논문집
• /
• 대한지리학회 2004년도 추계학술대회
• /
• pp.43-43
• /
• 2004

• 대한지리학회지
• /
• 제40권
• /
• pp.31-42
• /
• 1989

• 한국암석학회:학술대회논문집
• /
• 한국암석회.한국광물학회 2009년도 공동학술발표회 논문집
• /
• pp.22-25
• /
• 2009

• 한국농공학회지
• /
• 제9권1호
• /
• pp.1230-1234
• /
• 1967

• 한국방사성폐기물학회:학술대회논문집
• /
• 한국방사성폐기물학회 2012년도 춘계학술논문요약집
• /
• pp.171-172
• /
• 2012

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2002년도 암반역학위원회 학술세미나 논문집
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• pp.103-114
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• 2002

Stability of cut-slope is considered to have a deep relationship with rock types since rock has its own engineering and geological characteristic such as shear strength, durability, weathering profile, geological structures. Therefore, analysis of geological and engineering characterisics of rock mass is essential for the evaluation of rock slope stability This paper introduces the statistical data of slope failure cases which was collected from highway slopes constructed in sedimentary rock mainly of shale in Ky ng-sang Basin. Primary failure feature in this area is planar failure along the bedding regardless of slope geometry. Even a disasterous slope failure case due to the thick clay layer between the beddings was reported. Failures and rock fall were reported to ocurred frequently after the completion of cutting due to the weathering, so long-term slope stability should be considered as a important factors in design.