Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2006.03a
- /
- Pages.1204-1209
- /
- 2006
A Study on the Grouting Using a Anti-Swelling of mud stone
미고결된 이암층의 Swelling 방지 그라우팅에 대한 연구
- Chun, Byung-Sik (Dept. of Civil Eng., Hanyang Univ.) ;
- Jung, Kyoung-Sik (Dept. of Civil Engineering, Hanyang University) ;
- Do, Jong-Nam (Graduate Student, M.S. & Dept. of Civil Engineering, Hanyang University) ;
- Lee, Jung-Jae (S-TECH Consulting Group) ;
- Kim, Chang-Geun (S-TECH Consulting Group) ;
- Kim, Jong-Ho (S-TECH Consulting Group)
- 천병식 (한양대학교 공과대학 토목공학과) ;
- 정경식 (한양대학교 토목공학과) ;
- 도종남 (한양대학교 대학원 토목공학과) ;
- 이중재 ((주)에스텍 컨설팅) ;
- 김창근 ((주)에스텍 컨설팅) ;
- 김종호 ((주)에스텍 컨설팅)
- Published : 2006.03.24
Abstract
Grouting operate to reinforce expanded clay ground. Cement grouting is one of the most frequently used techniques for underground construction. This work is going to use to add an electrolytic ion to boring water for expanded reduction. To construct underground structures on expanded clay ground is operated pre-grouting that it is the barrier wall previous excavation to prevent an accident. Grouting for early compressive strength development is made a type of suspension. That grouting aims to prevent the swelling magnification in length of time. From now on, grouting is became a type of higher strength suspension to develop early compressive strength.