A Study on Load Transfer between Soil and Nail Using In-situ Pull-out Tests

현장인발시험을 통한 흙-네일의 하중 전이특성에 대한 연구

  • 김종수 ((주)현대산업개발 엔지니어링) ;
  • 이장덕 ((주)B&G 건설 엔지니어링) ;
  • 민경준 ((주)B&G 건설 엔지니어링) ;
  • 이송 (서울시립대학교 토목공학과)
  • Published : 1999.03.01

Abstract

A Land slide in Granitic Gneiss weathered soil was stabilized successfully with soil nailing using 929mm steel bar. To understand the behavior of load transfer between soil and nail, in-situ pdl-out tests were carried out. The strains of steel bars were measured using strain gauges during pull-out tests. Forces-strain data from laboratory tension tests on steel bar and grouted steel bar were examined to compare with those of the pull-out tests. Comparisons were made between the pull-out test results and laboratory test result to understand load transfer mechanism.

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