The Variation of Sedimentary Rock Strength due to Weathering

풍화에 따른 퇴적암의 강도 변화

  • 배우석 (충북대학교 토목공학과) ;
  • 이봉직 (충주대학교 건설도시공학과) ;
  • 오세욱 (충북대학교 토목공학과) ;
  • 이종규 (충북대학교 토목공학과)
  • Published : 2003.03.01

Abstract

The failure of rock slopes were influenced by weathering, which causes change in the shear strength. The weathering is also directly related to slaking and swelling characteristics. In the paper, the core of diameter loom was obtained by digging on rock slope of Kong-ju in Korea and then EDX(Energy Dispersive X-ray spectrometer) analysis was carried out to verified element of chief rock-forming minerals. Uniaxial compression tests, slaking tests, and point load test are performed to study engineering characteristics of conglomerate and red shale. As a results of slaking test, slaking index of conglomerate indicate range of 85.11-99.58 and shale indicate 58.37-99.23. Therefore, it is recognized that the resistance of shale to weathering decreases in shallow depth and it greatly influences the strength of rock. The result of uniaxial compression test and Point load test show that the strength of sedimentary such as conglomerate and red shale has an influence on both weathering and saturation.

Keywords

References

  1. Hoek, E., and Brown, E. T., 'Underground Excavations in Rock,' Institution of Mining and Metallurgy, pp. 153 -154, 1980
  2. 윤지선, '암의 역학,' 구미서관, 1995
  3. 이수곤, 이송, '점하중 강도를 이용한 한국 화강암의 일축압축강도 추정방법,' 대한토목학회논문집, 제15권, 제4호, pp. 1015-1027, 1995
  4. 이영휘, '포항이암의 Slaking 및 팽창특성,' 한국지반공학회, 학술발표집 제2집, 153-164, 1993
  5. 정형식, 유병옥, '암석의 풍화에 따른 강도변화 특성 및 강도추정에 관한 연구,' 한국지반공학회, 제13권, 제6호, pp. 71-93, 1997
  6. 김영수, 이상복, 정성관, '퇴적암 풍화토의 공학적 특성,' 한국지반공학회논문집, 제11권, 제4호, pp.63-74, 1995