Effect of Vibration on Grout Permeation Characteristics

진동주입이 그라우트재의 침투 특성에 미치는 영향 연구

  • Lee, Mun-Seon (Doosan Engineering & Construction Co., Ltd.) ;
  • Kim, Jong-Sun (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Lee, Sung-Dong (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Choi, Young-Joon (Samsoo Development Co., Ltd. Research Institute) ;
  • Yang, Jae-Man (Samsoo Development Co., Ltd. Research Institute) ;
  • Lee, In-Mo (School of Civil, Environmental and Architectural Engineering, Korea University)
  • 이문선 (두산건설(주) 토목사업본부) ;
  • 김종선 (고려대학교 건축사회환경공학부) ;
  • 이성동 (고려대학교 건축사회환경공학부) ;
  • 최영준 (삼수개발 기술연구소) ;
  • 양재만 (삼수개발 기술연구소) ;
  • 이인모 (고려대학교 건축사회환경공학부)
  • Published : 2010.03.25

Abstract

To improve the grout penetration characteristics, vibration method was adopted in this study. The grout material perturbed by cyclic vibration is injected into the ground. By applying the vibrating flow system, cement particles will become less adhesive and the clogging tendency will be decreased. A series of pilot-scale chamber tests were performed to verify the enhancement of the groutability by applying the vibratory grout injection; assessment on change of the lumped parameter $\theta$ which represents a barometer of clogging phenomenon was made. Moreover, the effect of vibratory grout injection through the joint was also investigated using artificially made rock joints. Experimental results as well as analytical results show that the grout penetration depth can be substantially improved by vibration grouting. Moreover, it was found that enhancement of the permeation grouting due to vibratory injection is more dominant at low grouting pressure of less than 400kPa.

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