한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2010년도 추계 학술발표회
- /
- Pages.764-771
- /
- 2010
흡입응력을 고려한 불포화 사면의 안정해석법
Stability analysis of an unsaturated slope considering the suction stress
-
송영석
(한국지질자원연구원 지구환경연구본부) ;
- 이남우 (한국지질자원연구원 지구환경연구본부, 한국해양대학교 토목환경공학과) ;
-
황웅기
(한국해양대학교 토목환경공학과) ;
-
김태형
(한국해양대학교 토목공학과)
-
Song, Young-Suk
(Geologic Environment Division, Korea Institute of Geoscience and Mineral Resources) ;
- Lee, Nam-Woo (Department of Civil and Environmental Engineering, Korea Maritime University) ;
-
Hwang, Woong-Ki
(Department of Civil and Environmental Engineering, Korea Maritime University) ;
-
Kim, Tae-Hyung
(Department of Civil Engineering, Korea Maritime University)
- 발행 : 2010.09.09
초록
The stability analysis method of an unsaturated slope considering the suction stress was performed on the infinite sand slope. During drying and wetting processes, the Soil-Water Characteristics Curve (SWCC) of the sand with the relative density of 75% was measured using the automated SWCC apparatus. Also, the Suction Stress Characteristics Curve (SSCC) was estimated. Based on these results, the stability analysis of an unsaturated infinite slope was carried out considering the slope angle, the weathering zone and the relative change in friction angle as a soil depth. According to the result of slope stability analysis, the safety factors of slope were less than 1 when the slope angles were more than
키워드