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Volumn 55, Issue 3, 2005, Pages 251-256

Pore pressure coefficient for soil and rock and its relation to compressional wave velocity

Author keywords

Compressibility; Dynamics; Laboratory tests; Partial saturation; Pore pressures

Indexed keywords

COMPRESSIBILITY; PORE PRESSURE;

EID: 17044384173     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2005.55.3.251     Document Type: Article
Times cited : (22)

References (11)
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  • 2
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  • 3
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    • Correlation of pore pressure B-value with P-wave velocity and Poisson's ratio for imperfectly saturated sand or gravel
    • Kokusho, T. (2000). Correlation of pore pressure B-value with P-wave velocity and Poisson's ratio for imperfectly saturated sand or gravel. Soils Found. 40, No. 4, 95-102.
    • (2000) Soils Found. , vol.40 , Issue.4 , pp. 95-102
    • Kokusho, T.1
  • 6
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    • The pore pressure coefficients A and B
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  • 7
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    • Yang, J. (2002). Liquefaction resistance of sand in relation to P-wave velocity. Géotechnique 52, No. 4, 295-298.
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  • 8
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    • On the variation of Poisson's ratio in shallow soil layers
    • Kobe, Japan
    • Yang, J. & Sato, T. (1998). On the variation of Poisson's ratio in shallow soil layers. Proc. 53rd Nat. Conf. of Japan Society of Civil Engineers, Kobe, Japan, III-A395, 786-787.
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    • Yang, J.1    Sato, T.2
  • 9
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    • Interpretation of seismic vertical amplification observed at an array site
    • Yang, J. & Sato, T. (2000a). Interpretation of seismic vertical amplification observed at an array site. Bull. Seismol. Soc. Am. 90, No. 2, 275-285.
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  • 10
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    • Computation of individual contributions of two compressional waves in vibration of water-saturated soils
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  • 11
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    • Soils and other saturated media under transient, dynamic conditions: General formulation and the validity of various simplifying assumptions
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.