The verification of relationships for effective stress method to evaluate liquefaction potential of saturated sands
The constitutive relationships proposed by Finn, Lee and Martin (1977) for the effective stress analysis of saturated sands during earthquakes are studied. The basic assumptions of their porewater pressure model appears to be well founded. There is a strong verification of a unique relationship betw...
Main Author: | Bhatia, Shobha K. |
---|---|
Language: | English |
Published: |
University of British Columbia
2010
|
Online Access: | http://hdl.handle.net/2429/24206 |
Similar Items
-
Primary study of liquefaction potential and shear work for saturated sand
by: SU,YONG-FU, et al.
Published: (1991) -
Shearing Behavior of Saturated Sand after Liquefaction
by: I-CHUN LIN, et al.
Published: (2009) -
The characteristics of liquefaction and pore-pressure prediction in saturated sand
by: LI, YU-LING, et al.
Published: (1988) -
Study of Degree of Saturation and Fine Content on Deformation and Liquefaction Potential for Back Filled Sand
by: Yin, Nien-Chin, et al.
Published: (1997) -
Undrained response of saturated sands with emphasis on liquefaction and cyclic mobility
by: Chern, Jin-Ching
Published: (2010)