Development of a new family of normalized modulus reduction and material damping curves
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"Development of a new family of norm..." refers background in this paper
...…various equipment on companion soil samples (from Stokoe et al., 1999) .................... 102 xxiii Figure 5.1 Hyperbolic soil model proposed by Hardin and Drnevich (1972b) ........................................................................................ 110 Figure 5.2 The normalized…...
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...…107 5.1 Introduction ....................................................................................... 107 5.2 Hardin and Drnevich (1972) Design Equations ................................ 107 5.3 Empirical Relationships…...
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...105 Table 5.1 Parameters that control nonlinear soil behavior and their relative importance in terms of affecting shear modulus and material damping (Hardin and Drnevich, 1972b) ....................... 108 xv Table 7.1 Prior information provided in the discrete example.................... 160 Table…...
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1,608 citations
"Development of a new family of norm..." refers background or methods or result in this paper
...239 Figure 9.13 Empirical (a) normalized modulus reduction, and (b) material damping curves proposed by Vucetic and Dobry (1991)............ 240 Figure 9.14 Comparison of the effect of soil plasticity on nonlinear soil behavior predicted by the calibrated model and empirical curves proposed by…...
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...It is also called the nonlinearity threshold by Vucetic and Dobry (1991) and...
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...13 Empirical (a) normalized modulus reduction, and (b) material damping curves proposed by Vucetic and Dobry (1991)............ 240 Figure 9.14 Comparison of the effect of soil plasticity on nonlinear soil behavior predicted by the calibrated model and empirical curves proposed by Vucetic and Dobry (1991).....
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...1 1 Shearing Strain, γ , % Vucetic and Dobry (1991) Non-Plastic PI = 15 % PI = 30 % PI = 50 % PI = 100 % PI = 200 % (b)...
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...This trend agrees with all empirical curves presented in the literature, which show the effect of PI on normalized modulus reduction and material damping curves, (e.g., Sun et al., 1988; Idriss, 1990; Vucetic and Dobry, 1991; and Ishibashi and Zhang, 1993)....
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"Development of a new family of norm..." refers background or methods in this paper
...10, the empirical curves proposed by Seed et al. (1986) are presented....
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...%) predicted by the calibrated model and empirical curves proposed for sands by Seed et al. (1986) .......................................................................................... 299 Figure 12.2 Comparison of the effect of soil plasticity on nonlinear soil behavior predicted by the…...
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...10 Empirical (a) normalized modulus reduction, and (b) material damping curves proposed for sands by Seed et al. (1986) .......... 236 Figure 9.11 Comparison of the effect of confining pressure on nonlinear soil behavior of sand (PI = 0 %) predicted by the calibrated model and empirical curves proposed for sands by Seed et al. (1986) ....
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...1 Comparison of the effect of confining pressure on nonlinear soil behavior of sand (PI = 0 %) predicted by the calibrated model and empirical curves proposed for sands by Seed et al. (1986) ....
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...116 Figure 5.6 Empirical (a) normalized modulus reduction, and (b) material damping curves proposed by Seed et al. (1986).............................
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