Geotechnical Engineering (한국지반공학회지:지반)

Korean Geotechnical Society (한국지반공학회)
권호 표지

Semi -analytical Solution for Azisymmetric Tunnels in Drucker Prayer Medium

Drucker-Prager 파괴기준을 적용한 축대칭 탄소성 터널의 이론해

  • 김광진 (정회원, Comtech Research 사장) ;
  • 김학문 (정회원, 단국대학교 공과대학 토목공학과)
  • Published : 1997.04.01
Download PDF
⟨ Previous Next ⟩

Abstract

A semi -analytical solution is derived to solve the elastic-plastic behavior of the axisymmetric tunnels in Drucker-Prager medium. Based on this analytical solution, a computer program FDAXP. is developed. Parametric studies are carried out to verify the FDAXP program, and the results were found to be satisfactory. This simple solution could be incorporated into the preliminary design, analysis of deep underground tunnel as well as tunnels with unfavourable geotechnical conditions. The program provided a useful means of checking the Drucker-Eraser model and iris associated computational algorithms in other tunnel programs.

Drucker-Prayer의 항복기준을 이용한 원형터널의 해석을 위하여 간략한 수치해석 기법이 유도되었다. 유도된 이론해를 근거로 컴퓨터 프로그램 FDAXP가 개발되었구 예제 해석을 통하여 프로그램의 신뢰도를 검증하여 만족한 결과를 얻었다. 소개된 프로그램 FDAXP는 깊은 터널과 쉽게 소성변형이 발생되는 지반 및 암반에서의 초기 터널해석에 손쉽게 적용될 수 있으며, 기존의 상용 프로그램들에서 Drunker-Prayer model을 검증하는데에 매우 유용하게 사용되리라 사료된다.

Keywords

References

  1. 대한토목학회 논문집 v.15 no.3 비선형유한요소법을 이용한 터널해석 및 효용성 평가 이봉열;김광진;김학문
  2. 터널공학 윤지선;김두영;(역)
  3. 91년도 추계학술발표회 논문집,한국지반공학회 지반공학에서의 컴퓨터 활용
  4. Report No.UCSESM 74-4,Structural Engineering Laboratory,University of California Static and Dynamic Geometric and Material Nonlinear Analysis Bathe,K.J.;H.Ozdemir,;E.L.Wilson
  5. Technical Report No. 10,Missouri River Division,U.S.Ccorps of Engineers Stresses and Stranins Around a Cylindrical Tunnel in an Elasto-Plastic Material with Dilatancy Hendron,A.J.;A.K.Aiyer
  6. Journal of the Geotechnical Engineering Division,ASCE v.106 no.GT9 Empirical Strength Criterion for Rock Masses Hoek,E.;E.T.Brown
  7. Journal of the Geotechnical Engineering mechanica Division,ASCE v.104 no.EM6 Tunel Closure for Nonlinear Mohr-Cou-lomb Functions Kennedy,T.C.;H.E.Lindberg
  8. Ph.D. Thesis,Univ. of Caliornia Los Angeles Study of Constitutive Models for Frictional Materials KIM,M.K.
  9. Applied Research Associates,Inc.,Alexandria,VA Numerical analysis of Nonlinear Liner-Medium Interaction Vol-ume I-Cylindrical Tunnel Subjected to Axisymmetric Loading(Theory Kim,K.J.;M.Rochefort;D.Piepenbure,;M.Davister
  10. Applied Research Associates,Inc.,Alexandria,VA Influence of the Intermediate Principal Stress on Rock Tunnel Behavior Kim,K.J.;D.D.Piepenburg,;Merkie
  11. Technical Report to Space and Missiles System Organization,Air Force Systems Command Norton Air Force Base,Contract FO 4701-69-C-0155 Design of Rock Soil and rock Cavity Linings Newmark,N.W.
  12. Report No.ARA-544,Applied Research Associates,Inc.,Alexandria,VA,Final Report to the Defense Nuclear Agency,Washington,DC,Contract Problems,Report No. DNA-001-82-C-0198 and DNA-011-83-C-0354 Design of Rock Tunnel liners Through Further Application of Hendron and Aiyer Method for Tunnel Analysis Pilpenburg,D.D.;M.A.Rochefort
  13. Vol.I.,Methodology and Computer Programs,Report No.ARA-5933-1, Applied Research Associates,Inc.,Alexandria,VA Preliminary Design Procedure for Hardened Tunnel Liners Rochefort,M.A.;K.J.Kim;D.D.Piepenburg,J.L.Drake