Читать книгу Deterministic Numerical Modeling of Soil Structure Interaction - Группа авторов - Страница 4

1 Chapter 1Table 1.1. Stress state in the interfaceTable 1.2. Geometrical parameters: R_int, inner radius; R_out, outer radius; L, le...Table 1.3. Material parameters: E, Young’s modulus; ν, Poisson’s ratio; n, poros...

2 Chapter 2Table 2.1. Micro- and macromechanical parameters of the discrete modelTable 2.2. Micro- and macromechanical parameters of the discrete modelTable 2.3. Micro- and macromechanical parameters of the numerical granular mater...Table 2.4. Numerical parameters used to reproduce the mechanical behavior of the...

3 Chapter 3Table 3.1. Model parameters (source: from [NUN 13])

4 Chapter 4Table 4.1. Shape factors for the bearing capacity of circular, rectangular and s...Table 4.2. Description of the constants of the elastoplastic macroelementTable 4.3. Description of the constants of the hypoplastic macroelementTable 4.4. Geometric characteristics of the structural elements of the viaductTable 4.5. Constants of the elastoplastic macroelement adopted in the numerical ...Table 4.6. Constants of the hypoplastic macroelement adopted in the numerical si...

5 Chapter 5Table 5.1. Components of the motion of the soil–structure system, measured for e...Table 5.2. Characteristics of modeled structures. B, H and D respectively repres...Table 5.3. Characteristics of the 1D stratified half-space used in the model. β,...