In order to solve the limitation of the long span arch structures, a numerical analysis was carried out to investigate the effects of embedded trench installation technique to the earth pressure of an underground arch-rib shaped structure. For the arch-rib shape, the parabolic curve and the circular shape were analyzed according to the span-rise ratio varying from 0.1 to 0.5. The finite element analysis program, ABAQUS (2016), was used to consider the soil - structure interaction. The results from the analysis was verified through comparison with the existing Geofoam application technique.

ABSTRACT
 1. 서 론
 2. 해석 모델링
  2.1 해석 개요
  2.2 해석 방법
  2.3 경계조건 및 하중
 3. 해석 결과
 4. 결 론
 References

• 김수하(상명대학교 건설시스템공학과) | Kim Soo-Ha
• 임환기(상명대학교 건설시스템공학과) | Im Hwan-Gi
• 강준석(서울대학교 조경지역시스템공학부) | Kang Jun-Suk
• 박종섭(상명대학교 건설시스템공학과) | Park Jong-Sup