Overall Shear Strength of Soil Mass With Spatial Variability


Abstract eng:
Spatial variability is a realistic phenomenon for soil shear strengths. Based on statistical analysis, Vanmarcke (1977) showed that the averaged property of a random field over a region has mean value identical to the inherent mean, while the variance of the average is less than the inherent variance. Vanmarcke's derivations for spatial averaging are purely statistical, not involving mechanical principles, e.g., force equilibrium, compatibility, constitutive law, etc. However, the "overall" shear strength of a soil mass should be governed by the mechanical principles. The purpose of this study is therefore to understand the mechanisms that govern the overall shear strength. Random field finite element analyses (FEA) are conducted. The spatially varying shear strength τf is simulated by stationary Gaussian random fields. When assigning the simulated τf to each element, the local averaging subdivision algorithm developed by Fenton and Vanmarcke (1990) is taken to conduct element-level averaging within each element. What follow are the important findings: 1. Although the spatial averaging of shear strength over a domain D (τfD) has similar statistical behaviors to those predicted by Vanmarcke’s theory, the statistical behaviors of the overall shear strength (τfO) are NOT consistent to those predicted by Vanmarcke’s theory. In fact, the mean value of τfO is always less than that of τfD, and the coefficient of variation (COV) of τfO is always larger than that of τfD. 2. τfO is very close to the line average along the actual slip curve (τfS). The mechanism for τfO is nearly the same as that for τfS – τfO is the result of taking line averaging along the potential slip curves and then taking the minimum value among these averages, rather than taking spatial average of the entire domain D. Due to the action of taking minimum, τfS (or τfO) may have mean value less than that for τfD, especially when the line averaging effect along the potential slip curve is weak, and may have COV larger than that for τfD.

Contributors:
Publisher:
Research Publishing, No:83 Genting Lane, #08-01, Genting Building, 349568 SINGAPORE
Conference Title:
Conference Title:
5th Asian-Pacific Symposium on Structural Reliability and its Applications
Conference Venue:
Singapore (SG)
Conference Dates:
2012-05-23 / 2012-05-25
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2014-11-18, last modified 2014-11-18


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