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Volumn 24, Issue 11, 2005, Pages 1978-1985

Experimental study on the mechanism of earthquake-induced differential settlement of building on liquescent subsoil by shaking table

Author keywords

Earthquake induced differential settlement; Liquescent subsoil; Mechanism study; Shaking table test; Soil mechanics

Indexed keywords

EARTHQUAKE RESISTANCE; FOUNDATIONS; PORE PRESSURE; SETTLEMENT OF STRUCTURES; SOIL LIQUEFACTION; SOIL MECHANICS;

EID: 21144455551     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (17)

References (10)
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    • Gao, Y.1    Liu, H.2    Zhu, W.3
  • 3
    • 85068954813 scopus 로고
    • Reliability of estimating liquefaction and risk evaluation of liquefaction
    • Harbin: Institute of Engineering Mechanics, National Seismological Bureau, Chinese source
    • Chen Guoxing. Reliability of estimating liquefaction and risk evaluation of liquefaction[M.S. Thesis][D]. Harbin: Institute of Engineering Mechanics, National Seismological Bureau, 1988. (in Chinese)
    • (1988)
    • Chen, G.1
  • 5
    • 0016556217 scopus 로고
    • Dynamic analysis of the slide in the lower San Fernando dam during the earthquake of February 9, 1971
    • Seed H B, Idriss I M, Lee K L. Dynamic analysis of the slide in the lower San Fernando dam during the earthquake of February 9, 1971[J]. Journal of the Geotechnical Engineering, ASCE, 1975, 101(9): 889-911.
    • (1975) Journal of the Geotechnical Engineering, ASCE , vol.101 , Issue.9 , pp. 889-911
    • Seed, H.B.1    Idriss, I.M.2    Lee, K.L.3
  • 6
    • 85068950822 scopus 로고
    • Seismic analysis of the multistory masonry building under interaction of the soil liquefaction seismic-isolation and the foundation failure
    • Chinese source
    • Shi Zhaoji, Zhang Rongxiang, Sun Rui. Seismic analysis of the multistory masonry building under interaction of the soil liquefaction seismic-isolation and the foundation failure[J]. Journal of Natural Disasters, 1995, 4(1): 55-63. (in Chinese)
    • (1995) Journal of Natural Disasters , vol.4 , Issue.1 , pp. 55-63
    • Shi, Z.1    Zhang, R.2    Sun, R.3
  • 7
    • 0000916732 scopus 로고    scopus 로고
    • Effects of superimposing cyclic shear stress on the undrained behavior of saturated sand under monotonic loading
    • Meneses J, Ishihara K, Towhata I. Effects of superimposing cyclic shear stress on the undrained behavior of saturated sand under monotonic loading[J]. Soils and Foundations, 1998, 38(4): 115-127.
    • (1998) Soils and Foundations , vol.38 , Issue.4 , pp. 115-127
    • Meneses, J.1    Ishihara, K.2    Towhata, I.3
  • 8
    • 0036509261 scopus 로고    scopus 로고
    • Study on the behavior of large ground displacement of sand due to seismic liquefaction
    • Chinese source
    • Liu Hanlong, Zhou Yundong, Gao Yufeng. Study on the behavior of large ground displacement of sand due to seismic liquefaction[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 142-146. (in Chinese)
    • (2002) Chinese Journal of Geotechnical Engineering , vol.24 , Issue.2 , pp. 142-146
    • Liu, H.1    Zhou, Y.2    Gao, Y.3
  • 9
    • 0242597583 scopus 로고
    • Analysis for earthquake-induced settlement at Tanggu New Port area
    • Chinese source
    • Shi Zhaoji, Yu Shousong, Weng Lunian. Analysis for earthquake-induced settlement at Tanggu New Port area[J]. China Civil Engineering Journal, 1988, 35(4): 24-33. (in Chinese)
    • (1988) China Civil Engineering Journal , vol.35 , Issue.4 , pp. 24-33
    • Shi, Z.1    Yu, S.2    Weng, L.3
  • 10
    • 4544373030 scopus 로고    scopus 로고
    • Study on mechanism of earthquake-induced differential settlement of building by shaking table test
    • Chinese source
    • Meng Shangjiu, Yuan Xiaoming, Sun Rui. Study on mechanism of earthquake-induced differential settlement of building by shaking table test[J]. Chinese Journal of Geotechnical Engineering. 2002, 24(6): 747-751. (in Chinese)
    • (2002) Chinese Journal of Geotechnical Engineering , vol.24 , Issue.6 , pp. 747-751
    • Meng, S.1    Yuan, X.2    Sun, R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.