한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2009년도 춘계 학술발표회
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- Pages.419-433
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- 2009
압력식 쏘일네일링의 인발저항력 증가: 이론적 검증
Pullout Resistance Increase in Soil-Nailing with Pressurized Grouting: Verification of Theoretical Solution
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서형준
(고려대학교 건축.사회환경공학부) ;
- 박성원 ((주)도담이앤씨 기술연구소) ;
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정경한
((주)도담이앤씨 기술연구소) ;
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최항석
(고려대학교 건축.사회환경공학부) ;
-
이인모
(고려대학교 건축.사회환경공학부)
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Seo, Hyung-Joon
(School of Civil, Environmental and Architectural Engineering, Korea Univ.) ;
- Park, Sung-Won (Technical Research Center, Dodam Eng & Construction) ;
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Jeong, Kyeong-Han
(Technical Research Center, Dodam Eng & Construction) ;
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Choi, Hang-Seok
(School of Civil, Environmental and Architectural Engineering, Korea Univ.) ;
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Lee, In-Mo
(School of Civil, Environmental and Architectural Engineering, Korea Univ.)
- 발행 : 2009.03.27
초록
Pressure grouting is a common technique in geotechnical engineering to increase the stiffness and strength of the ground mass and to fill boreholes or void space in a tunnel lining and so on. Recently, the pressure grouting has been applied to a soil-nailing system which is widely used to improve slope stability. The soil-nailing design has been empirically performed in most geotechnical applications because the interaction between pressurized grouting paste and the adjacent ground mass is complicated and difficult to analyze. The purpose of this study is to analyze the increase of pullout resistance induced by pressurized grouting with the aid of performing laboratory model tests and field tests. In this paper, two main causes of pullout resistance increases induced by pressurized grouting were verified: the increase of residual stress; and the increase of coefficient of pullout friction. From the laboratory tests, it was found that residual stress in borehole increases by pressurized grouting and dilatancy angle could be estimated by cavity expansion theory using the measured wall displacements. From the field test results, the pullout resistance of soil-nailing with pressurized grouting was found to be 10% larger than that of soil-nailing with gravitational grouting, mainly caused by mean normal stress increase and dilatancy effect. So, the pullout resistance could be estimated by considering these two effects. The radial displacement increases with dilatancy angle increase and the dilatancy angle decreases with injection pressure increase. The measured pullout resistance obtained from field tests is in good agreement with the estimated one from the cavity expansion theory.
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