The Design of Rock Anchored Anchorage of Suspension Bridge

현수교의 지중정착식 앵커리지 설계

  • 안익균 (대림산업(주) 여수국가산단진입도로(3공구)현장) ;
  • 김경택 (대림산업(주) 여수국가산단진입도로(3공구)현장) ;
  • 박기웅 (유신코퍼레이션 기초설계팀) ;
  • 장학성 (유신코퍼레이션 지반본부)
  • Published : 2008.10.10

Abstract

South anchorage(AN1, Myodo side) of supension bridge between Myodo and Gwangyang is designed as rock anchorage with 36m anchor length using the resistance of rock mass in Myodo. Checking the overall stability of the anchorage, we considered rock joints, bedding planes, fault zones and condition of rock structure in situ by analysis results for photo-lineaments, aerial photograph interpretation and drill-hole logs are considered. This anchorage consists of an access shaft, adit, and the upper and lower concrete bearing plate to introduce pre-stressing force into rock mass.

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