Correlation of Pore-Pressure B-Value with P-Wave Velocity and Poisson’s Ratio for Imperfectly Saturated Sand or Gravel

Soils and Foundations - Tập 40 - Trang 95-102 - 2000
Takeji Kokusho1
1Department of Civil Engineering, Faculty of Science and Engineering, Chuo University, 1-13-27 Kasuga, Bunkyo-ku, Tokyo 112-8551.

Tài liệu tham khảo

Aoyagi, 1999, Site amplification in vertical seismic motion of vertical array records during Hyogoken Nambu earthquake, 1945 Corporation, 1997 Hara, 1998, Liquefaction strength of gravelly soil by means of cyclic triaxial test, Proc. of 10th Japan Earthquake Engrg. Symp., 2, 1313 Ishihara, 1971, On the longitudinal wave velocity and Poisson’s ratio in saturated soils, Proc. of 4th Asian Regional Conf. on SMFE, Bangkok, 1, 197 Kobe Municipal Office, 1997 Kokusho, 1997, SPT A-value and S-wave velocity for gravelly soils with different grain size distribution, Soils and Foundations, 37, 105, 10.3208/sandf.37.4_105 Kokusho, 1998, Nonlinearity in site amplification and soil properties during the 1995 Hyogoken Nambu earthquake, 1 Kokusho, 1999, Evaluation of liquefaction strength of Masa decomposed granite by SPT in soil container, 125 Zienkiewicz, 1982, Soils and other saturated media under transient, dynamic conditions; General formulation and the validity of various simplifying assumptions, 1