A simplified formula for estimating real-time pore water pressure of anisotropically-consolidated saturated sands under random earthquake loads

Geotechnical Special Publication

Volumn , Issue 150, 2006, Pages 444-451

  Sun, Rui ^a   Yuan, Xiaoming ^a  

^a INSTITUTE OF GEOPHYSICS   (China)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; CONSOLIDATION; CYCLIC LOADS; EARTHQUAKE EFFECTS; NUMERICAL METHODS; PORE PRESSURE;

DYNAMIC TRIAXIAL TESTS; RANDOM EARTHQUAKE LOADS; REAL-TIME PORE WATER PRESSURE; SATURATED SANDS;

SAND;

EID: 33845412814     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40862(194)59     Document Type: Conference Paper

References (7)

1. Feng, W.L. and Shi, Z.J. (1987). "The pore-pressure analysis of liquefaction potential." Engineering Earthquake, 4, 30-33 (In Chinese).
2. th int. Conf. on Soil Mech. and Found. Eng.
3. Seed, H. B. and Martin, P. P. (1976). "Pore-water pressure changes during soil liquefaction." Journal of Geotechnical Engineering Division, GT4, 323-345.
4. Sherif, M. A., Ishibashi, I. and Tsuchiya, C. (1978). "Pore-water pressure prediction during earthquake loadings." Soils and Foundations, 18(4), 19-29.
5. Wang, T. S. and Liu, Y. (1986). "Stability of saturated sands under earthquake loading." Computers and Geotechnics, 2, 309-326.
6. Xu, Z.Y. and Shen, Z. J. (1981). "2-D dynamic analysis of seismic liquefaction." Journal of Huadong Hydraulic College, 4, 3-7 (In Chinese).
7. Yuan, X.M., Sun R. and Meng, S.J. (2003). "Effect of asymmetry and irregularity of seismic waves on earthquake-induced differential settlement of buildings on natural subsoil." Soil Dynamics and Earthquake Engineering, 23(2), 107-114.