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Volumn 130, Issue 5, 2004, Pages 551-561

Numerical investigation of effects of water saturation on blast wave propagation in soil mass

Author keywords

Blast loads; Numerical models; Saturated soils; Soil dynamics; Soil structures; Unsaturated soils; Wave propagation

Indexed keywords

ATTENUATION; COMPUTER SIMULATION; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; SATURATION (MATERIALS COMPOSITION); WATER;

EID: 2342451236     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2004)130:5(551)     Document Type: Article
Times cited : (41)

References (20)
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  • 5
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  • 7
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    • Modeling of wave propagation induced by underground explosion
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    • Ma, G.W.1    Hao, H.2    Zhou, Y.X.3
  • 17
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    • Effect of strain rate on undrained strength derived from pressuremeter tests
    • Prapaharan, S., Chameau, J. L., and Holtz, R. D. (1989). "Effect of strain rate on undrained strength derived from pressuremeter tests." Geotechnique, 39(4), 615-624.
    • (1989) Geotechnique , vol.39 , Issue.4 , pp. 615-624
    • Prapaharan, S.1    Chameau, J.L.2    Holtz, R.D.3
  • 19
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    • Tech. Rep. No. 5/2002, Protective Technology Research Center, Nanyang Technological Univ., Singapore
    • Wang, Z. Q., Lu, Y., and Hao, H. (2002). "The three-phase soil model under shock loading." Tech. Rep. No. 5/2002, Protective Technology Research Center, Nanyang Technological Univ., Singapore.
    • (2002) The Three-Phase Soil Model Under Shock Loading
    • Wang, Z.Q.1    Lu, Y.2    Hao, H.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.