최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기화약·발파 = Explosives & blasting, v.38 no.4, 2020년, pp.26 - 36
With the increase of expansion and use of the underground space, the possibility of an underground explosion by terrorists is increasing. In this study, after modeling a circular tunnel excavated at a depth of 50m, an explosion load was applied to the inside of the tunnel. As for the explosion load,...
* AI 자동 식별 결과로 적합하지 않은 문장이 있을 수 있으니, 이용에 유의하시기 바랍니다.
류창하, 최병희, 장형수, 강명수, 2015, 발파하중을 받는 지반의 동적 거동 수치 모델링에서 입력변수의 영향, 한국암반공학회지(터널과 지하공간), Vol. 25, No. 3, pp. 255-263.
송정언, 박 훈, 김승곤, 2009, 충격 하중에 의한 콘크리트 재료의 손상에 관한 실험적 연구, 대한화약발파공학회지(화약.발파), Vol. 27, No. 2, pp. 26-32.
이경구, 2007, 전산유체동력학에 의한 고급폭발해석, 건축(대한건축학회지), Vol. 51, No. 8, pp. 54-57.
한국도로공사, 2016, 고속도로 터널공법(ex-TM) 가이드라인, 건설정보사, 서울, pp. 4-31-35.
Ardiace, D.H., 2009, Mohr-Coulomb parameters for modelling of concrete structures, Plaxis Bulletin, Spring issue 2009, pp. 12-15.
Bjerrum, L. 1962, Allowable settlement of structures, In Proceedings of the 3rd European Conference on Soil Mechanics and Foundation Engineering, Wiesbaden, Germany, Vol. 2, pp. 135-137.
Comision Permanente del Hormigon, 1998, EHE-98. Instruccion de hormigon estruct ural EHE-98., Ministerio de Fomento, Madrid, pp. XII-131-132.
De, A., 2012, Numerical simulation of surface explosion over dry, cohesionless soil, Computers and Geotechnics, Vol. 43, pp. 72-79.
DEPARTMENT OF DEFENSE(DoD), UNIFIED FACILITIES CRITERIA (UFC) Structures to Resist the Effects of Accidental Explosions, UFC 3-340-02, 2008, USA.
Feldgun V.R., Y.S. Karinski, and D.Z. Yankelevsky, 2014, The effect of an explosion in a tunnel on a neighboring buried structure, Tunnelling and Underground Space Technology, Vol 44, pp. 42-55.
Koneshwaran, S. and David P. Thambiratnam, Chaminda Gallage, 2015, Response of segmented bored transit tunnels to surface blast, Adv Eng Softw, Vol. 89, pp. 77-89.
Laska, Paul R., 2016, Bombs, IEDs, and Explosives Identification, Investigation, and Disposal Techniques, CRC Press, New York, pp. 29.
Liu, H., 2012, Soil-Structure Interaction and Failure of Cast-Iron Subway Tunnels Subjected to Medium Internal Blasting Loading, J. Perform. Constr. Facil., Vol 26, pp. 691-701.
Mitelman, A. and D. Elmo, 2014, Modelling of blast-induced damage in tunnels using a hybrid finite-discrete numerical approch, J. Rock Mechanics and Geotechnical Engineering, Vol 6, pp. 565-573.
Mobaraki, B. and M. Vaghefi, 2015, Numerical study of depth and cross-sectional shape of tunnel under surface explosion, Tunnelling and Underground Space Technology Vol 47, pp. 114-122.
Mussa, M.H. and A.A. Mutalib, R. Hamid, S.R. Naidu, N.A.M. Radzi and M. Abedini, 2017, Assessment of damage to an underground box tunnel by a surface explosion, Tunnelling and Underground Space Technology, Vol. 66, pp. 64-76.
Prasanna, R. and A. Boominathan, 2020, Finite-Element Studies on Factor Influencing the Response of Underground Tunnels Subjected to Internal Explosion, Int. J. Geomech., Vol. 20, No. 7, pp. 01020089-1-04020089-13.
Skemption, A.W. and D.H. MacDonald, 1956, The Allowable Settlements of Buildings, Proceedings of the Institution of Civil Engineers, Vol. 5, Issue 6, pp. 727-768.
Sower, G.F., 1962, Shallow Foundations, Chapter 6 in Foundation Enginering, ed. by G.A. Leonards, McGraw-Hill, Inc., New York.
Yang Y., X. Xie and R. Wang, 2010, Numerical simulation of dynamic response of operating metro tunnel induced by ground explosion, J. Rock Mechnics and Geotechnical Engineering, Vol. 2, No. 4, pp. 373-384.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
출판사/학술단체 등이 한시적으로 특별한 프로모션 또는 일정기간 경과 후 접근을 허용하여, 출판사/학술단체 등의 사이트에서 이용 가능한 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.