Response of saturated/unsaturated gravelly sand to tidal fluctuations

Geotechnical Special Publication

Volumn , Issue 143, 2005, Pages 174-186

  Sassa, Shinji ^a   Li, Fengying ^b   Sekiguchi, Hideo ^b  

^a PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

^b KYOTO UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

ELASTOPLASTICITY; ENVIRONMENTAL IMPACT; FINITE ELEMENT METHOD; GROUNDWATER; MATHEMATICAL MODELS; MOISTURE; PRECIPITATION (CHEMICAL); SOILS; STRESS ANALYSIS; WATER LEVELS;

FLUID PRESSURE; GRANULAR SOILS; STRESS-FLOW ANALYSIS; UNSATURATED SOIL;

GRANULAR MATERIALS;

EID: 19844377736     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40797(172)9     Document Type: Conference Paper

References (7)

1. Alonso, E.E., Gens, A. & Josa, A. (1990). "A constitutive model for partially saturated soils." Géotechnique, Vol. 40, No. 3, 405-430.
2. Bear, J. (1972). "Dynamics of Fluids in Porous Media," New York; Dover.
3. Chambon, P. & Corté, J.-F. (1994). "Shallow tunnels in cohesionless soil: stability of tunnel face." Journal of Geotechnical Engineering, Vol. 120, No.7, 1148-1165.
4. Fredlund, D.G & Rahardjo, H. (1993). "Soil Mechanics for Unsaturated Soils," New York; Wiley.
5. Gaskin, G.J. & Miller, J.D. (1996). "Measurement of soil water content using a simplified impedance measuring technique." Journal of Agricultural Engineering Resources, Vol. 63, 153-160.
6. JSCE Coastal Engineering Committee (2002). "Technical Report on the 30 December 2001 Accident in the Ohkura Artificial Sand Beach," The Japan Society of Civil Engineers (in Japanese).
7. Sekiguchi, H., Sassa, S. & Li, F. (2002). "Instability of fluid-granular soil systems subjected to dynamic environmental loading." Proc. 5th Taiwan-Japan Joint Seminar on Natural Hazards Mitigation, Taiwan, 345-354.