Experimental Analysis of the fixed socket strength of a removable soil nail

제거식 쏘일네일의 고정자소켓 강도에 관한 실험적 해석

  • Kim, Nak-Kyung (Dept. of Civil & Environmental Engineering, SungKyunKwan Univ.) ;
  • Kim, Sung-Kyu (Technical Support, Samwoo Ground Engineering & Consulting Co. Ltd) ;
  • Yun, Seung-Kwon (Dept. of Civil & Environmental Engineering, SungKyunKwan Univ.) ;
  • Cho, Kyu-Wan (Housing Construction Team(Civil), Samsung Engineering & Construction) ;
  • Kim, Woong-Kyu (Housing Construction Team(Civil), Samsung Engineering & Construction) ;
  • Lee, Chung-Ho (Rgeo Engineering & Construction Co. Ltd.)
  • 김낙경 (성균관대학교 건설환경시스템공학과) ;
  • 김성규 ((주)삼우G&C 기술부) ;
  • 윤승권 (성균관대학교 건설환경시스템공학과) ;
  • 조규완 (삼성건설 주택사업팀 토목파트) ;
  • 김웅규 (삼성건설 주택사업팀 토목파트) ;
  • 이충호 ((주)알지오기술)
  • Published : 2008.03.28

Abstract

As a reinforcement technique, the application of removable soil nailing has been extended to solve the public grievance of typical soil nailing such as the geotechnical environmental problem and invasion of adjacent land. In the case of removable soil nailing, pullout capacity of the nail depends on the adhesive strength of a fixed socket. Because the existing fixed socket is made from a plastic product, the strength of a socket is less than a steel bar and then the yield failure by abrasion and deformation is occurred on the steel bar-socket contact surface. In this study, therefore, experimental analysis from laboratory test of a removable soil nail equipped with steel socket, improving the adhesive strength of steel bar-socket connection is performed to estimate the increase effect of pullout capacity of a soil nail.

Keywords