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Volumn 47, Issue 9, 2011, Pages 1079-1090

Numerical simulation of explosion-induced soil liquefaction and its effect on surface structures

Author keywords

Blast; Coupled model; Numerical simulation; Shock; Soil liquefaction; Structural response

Indexed keywords

BLAST; COUPLED MODELS; NUMERICAL SIMULATION; SHOCK; STRUCTURAL RESPONSE;

EID: 79957800882     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2011.04.001     Document Type: Article
Times cited : (22)

References (35)
  • 1
    • 79957803931 scopus 로고
    • Tokyo Electrical Engineering College Press Tokyo, Japan H.
    • H. Kowasumi 1968 Tokyo Electrical Engineering College Press Tokyo, Japan
    • (1968)
    • Kowasumi1
  • 2
    • 0002479081 scopus 로고
    • Varieties of submarine slope failures
    • Special Publication No. 29, Bureau of Engineering and Foundation Research, University of Texas, Austin, TX
    • K. Terzarghi, Varieties of submarine slope failures, in: Proceedings of the Eighth Texas Conference on Soils Mechanics and Foundation Engineering, Special Publication No. 29, Bureau of Engineering and Foundation Research, University of Texas, Austin, TX, 1956, pp. 2439.
    • (1956) Proceedings of the Eighth Texas Conference on Soils Mechanics and Foundation Engineering , pp. 24-39
    • Terzarghi, K.1
  • 4
    • 79957831890 scopus 로고
    • Blast-induced soil liquefaction: Summary of literature
    • Department of Civil Engineering, Colorado State University
    • W.A. Charlie, M.E. Hubert, L.A. Schure, G.E. Veyera, et al., Blast-induced soil liquefaction: summary of literature. Final Report to AFOSR, AD-A199995, Department of Civil Engineering, Colorado State University, 1988.
    • (1988) Final Report to AFOSR, AD-A199995
    • Charlie, W.A.1    Hubert, M.E.2    Schure, L.A.3    Veyera, G.E.4
  • 5
    • 0033607314 scopus 로고    scopus 로고
    • Numerical simulation of ground flow caused by seismic liquefaction
    • DOI 10.1016/S0267-7261(99)00022-6, PII S0267726199000226
    • S. Tamate, and I. Towhata Numerical simulation of ground flow caused by seismic liquefaction Soil Dynamics and Earthquake Engineering 18 1999 473 485 (Pubitemid 30138229)
    • (1999) Soil Dynamics and Earthquake Engineering , vol.18 , Issue.7 , pp. 473-485
    • Tamate, S.1    Towhata, I.2
  • 7
    • 33748058183 scopus 로고    scopus 로고
    • Working mechanism of cutoff walls in reducing uplift of large underground structures induced by soil liquefaction
    • DOI 10.1016/j.compgeo.2006.07.002, PII S0266352X0600067X
    • H. Liu, and E. Song Working mechanism of cutoff walls in reducing uplift of large underground structures induced by soil liquefaction Computers and Geotechnics 33 2006 209 221 (Pubitemid 44294091)
    • (2006) Computers and Geotechnics , vol.33 , Issue.4-5 , pp. 209-221
    • Liu, H.1    Song, E.2
  • 8
    • 27244453120 scopus 로고    scopus 로고
    • Liquefaction-induced large displacement of pile-supported wharf
    • DOI 10.1016/j.soildyn.2005.04.010, PII S0267726105000977
    • A. Takahashi, and J. Takemura Liquefaction-induced large displacement of pile-supported wharf Soil Dynamics and Earthquake Engineering 25 2005 811 825 (Pubitemid 41511555)
    • (2005) Soil Dynamics and Earthquake Engineering , vol.25 , Issue.11 , pp. 811-825
    • Takahashi, A.1    Takemura, J.2
  • 9
    • 0036817635 scopus 로고    scopus 로고
    • A numerical model for dynamic soil liquefaction analysis
    • PII S0267726102001252
    • D.S. Liyanapathirana, and H.G. Poulos A numerical model for dynamic soil liquefaction analysis Soil Dynamic and Earthquake Engineering 22 2002 1007 1015 (Pubitemid 35474305)
    • (2002) Soil Dynamics and Earthquake Engineering , vol.22 , Issue.9-12 , pp. 1007-1015
    • Liyanapathirana, D.S.1    Poulos, H.G.2
  • 10
    • 42649123332 scopus 로고    scopus 로고
    • Liquefaction of saturated loose and cemented granular soils
    • M. Zeghaland El Shamy Liquefaction of saturated loose and cemented granular soils Powder Technology 184 2008 254 265
    • (2008) Powder Technology , vol.184 , pp. 254-265
    • Zeghaland El Shamy, M.1
  • 12
    • 0042533490 scopus 로고
    • Blast-induced liquefaction of materials
    • AFWL-TR-78-110, Air Force Weapons Lab., Kirkland Air Force Base, Albuquerque, NM, USA, August
    • L.S. Melzer, Blast-induced liquefaction of materials. Nuclear Technology Digest, AFWL-TR-78-110, Air Force Weapons Lab., Kirkland Air Force Base, Albuquerque, NM, USA, August, 1978, 21-38.
    • (1978) Nuclear Technology Digest , pp. 21-38
    • Melzer, L.S.1
  • 15
    • 53549101024 scopus 로고    scopus 로고
    • Computer-simulations based development of a high strain-rate large-deformation, high-pressure material model for STANAG 4569 sandy gravel
    • M. Grujicic, B. Pandurangan, and N. Coutris Computer-simulations based development of a high strain-rate large-deformation, high-pressure material model for STANAG 4569 sandy gravel Soil Dynamics and Earthquake Engineering 28 12 2008 1045 1062
    • (2008) Soil Dynamics and Earthquake Engineering , vol.28 , Issue.12 , pp. 1045-1062
    • Grujicic, M.1    Pandurangan, B.2    Coutris, N.3
  • 17
    • 40649129714 scopus 로고    scopus 로고
    • Numerical analysis of blast-induced liquefaction of soil
    • DOI 10.1016/j.compgeo.2007.04.006, PII S0266352X07000559
    • Z. Wang, Y. Lu, and C. Bai Numerical analysis of blast-induced liquefaction of soil Computers and Geotechnics 35 2 2008 196 209 (Pubitemid 351373009)
    • (2008) Computers and Geotechnics , vol.35 , Issue.2 , pp. 196-209
    • Wang, Z.1    Lu, Y.2    Bai, C.3
  • 18
    • 79957841469 scopus 로고
    • Definition of terms related to liquefaction, Committee on Soil Dynamics of the Geotechnical Engineering Division
    • ASCE-GT Definition of terms related to liquefaction, Committee on Soil Dynamics of the Geotechnical Engineering Division ASCE, Journal of Geotechnical Division 104 1978 GT9
    • (1978) ASCE, Journal of Geotechnical Division , vol.104 , pp. 9
    • Asce-Gt1
  • 21
    • 0028666977 scopus 로고
    • One-dimensional shock and quasi-static liquefaction of silt and sand
    • J.M. Bolt, S.D. Durnford, and W.A. Charlie One-dimensional shock and quasi-static liquefaction of silt and sand Journal of Geotechnical Engineering 120 10 1994 1874 1889
    • (1994) Journal of Geotechnical Engineering , vol.120 , Issue.10 , pp. 1874-1889
    • Bolt, J.M.1    Durnford, S.D.2    Charlie, W.A.3
  • 23
    • 0018921078 scopus 로고
    • Blast-induced excess porewater pressure and liquefaction. experience and application
    • .J. Studer, L. Kok, Blast-induced excess porewater pressure and liquefaction experience and application, in: Proceedings of the International Symposium on Soil under Cyclic and Transient Loading, Swansea, January 1980, pp. 581593. (Pubitemid 11478473)
    • (1980) Microstructural Science , vol.2 , pp. 581-593
    • Studer Jost1    Kok Louk2
  • 24
    • 0030239367 scopus 로고    scopus 로고
    • Porewater pressure increases in soil and rock from underground chemical and nuclear explosions
    • W.A. Charlie, G.E. Veyera, D.S. Durnfold, and D.O. Doehring Porewater pressure increases in soil and rock from underground chemical and nuclear explosions Engineering Geology 43 4 1996 225 236
    • (1996) Engineering Geology , vol.43 , Issue.4 , pp. 225-236
    • Charlie, W.A.1    Veyera, G.E.2    Durnfold, D.S.3    Doehring, D.O.4
  • 26
    • 29744466316 scopus 로고    scopus 로고
    • Modelling liquefaction-induced building damage in earthquake loss estimation
    • DOI 10.1016/j.soildyn.2005.10.002, PII S0267726105001521
    • J.F. Bird, J.J. Bommer, H. Crowley, and H. Pinho Modelling liquefaction-induced building damage in earthquake loss estimation Soil Dynamics and Earthquake Engineering 26 2006 15 30 (Pubitemid 43024825)
    • (2006) Soil Dynamics and Earthquake Engineering , vol.26 , Issue.1 , pp. 15-30
    • Bird, J.F.1    Bommer, J.J.2    Crowley, H.3    Pinho, R.4
  • 30
    • 0024879877 scopus 로고
    • Effect of strain rate on undrained strength derived from pressuremeter tests
    • S. Prapaharan, J.L. Chameau, and R.D. Holtz Effect of strain rate on undrained strength derived from pressuremeter tests Geotechnique 39 4 1989 615 624 (Pubitemid 20633451)
    • (1989) Geotechnique , vol.39 , Issue.4 , pp. 615-624
    • Prapaharan, S.1    Chameau, J.L.2    Holtz, R.D.3
  • 31
    • 2342451236 scopus 로고    scopus 로고
    • Numerical investigation of effects of water saturation on blast wave propagation in soil mass
    • DOI 10.1061/(ASCE)0733-9399(2004)130:5(551)
    • Z. Wang, Y. Lu, and H. Hao Numerical investigation of effects of water saturation on blast wave propagation in soil mass Journal of Engineering Mechanics (ASCE) 130 5 2004 551 561 (Pubitemid 38587292)
    • (2004) Journal of Engineering Mechanics , vol.130 , Issue.5 , pp. 551-561
    • Wang, Z.1    Lu, Y.2    Hao, H.3
  • 32
    • 79957870892 scopus 로고    scopus 로고
    • Century Dynamics, San Ramon, California
    • AUTODYN Theory Manual, Revision 4.1, Century Dynamics, San Ramon, California, 2001.
    • (2001) AUTODYN Theory Manual, Revision 4.1
  • 33
    • 11344292114 scopus 로고    scopus 로고
    • A full coupled numerical analysis approach for buried structures subjected to subsurface blast
    • DOI 10.1016/j.compstruc.2004.08.014, PII S0045794904003839
    • Z. Wang, Y. Lu, H. Hao, and C. Karen A full coupled numerical analysis approach for buried structures subjected to subsurface blast Computers and Structures 83 45 2004 339 356 (Pubitemid 40072221)
    • (2005) Computers and Structures , vol.83 , Issue.4-5 , pp. 339-356
    • Wang, Z.1    Lu, Y.2    Hao, H.3    Chong, K.4
  • 34
    • 57149140923 scopus 로고    scopus 로고
    • Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulations
    • Z. Tu, and Y. Lu Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulations International Journal of Impact Engineering 36 1 2009 132 146
    • (2009) International Journal of Impact Engineering , vol.36 , Issue.1 , pp. 132-146
    • Tu, Z.1    Lu, Y.2
  • 35
    • 0004016956 scopus 로고
    • Adiabatic expansion of high explosive detonation products
    • Lawrence Radiation Laboratory, University of California
    • E.L. Lee, H.C. Hornig, J.W. Kury, Adiabatic expansion of high explosive detonation products. UCRL-50422, Lawrence Radiation Laboratory, University of California, 1968.
    • (1968) UCRL-50422
    • Lee, E.L.1    Hornig, H.C.2    Kury, J.W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.