Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Benchmark Problems for Large Strain Consolidation
AbstractModeling of the one-dimensional consolidation process for soil and other compressible porous media is important for a variety of engineering applications. This paper presents solutions for two benchmark problems for large strain consolidation of a saturated soil layer that can be used to check other analytical and numerical analysis methods. The solutions include effects of vertical strain, soil self-weight, nonlinear constitutive relationships, and changing material properties during the consolidation process. High-accuracy data are presented for each problem and include changes of settlement, void ratio, and excess pore pressure with time.
Benchmark Problems for Large Strain Consolidation
AbstractModeling of the one-dimensional consolidation process for soil and other compressible porous media is important for a variety of engineering applications. This paper presents solutions for two benchmark problems for large strain consolidation of a saturated soil layer that can be used to check other analytical and numerical analysis methods. The solutions include effects of vertical strain, soil self-weight, nonlinear constitutive relationships, and changing material properties during the consolidation process. High-accuracy data are presented for each problem and include changes of settlement, void ratio, and excess pore pressure with time.
Benchmark Problems for Large Strain Consolidation
Pu, Hefu (Autor:in) / Fox, Patrick J
2015
Aufsatz (Zeitschrift)
Englisch
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Benchmark Problems for Large Strain Consolidation
ASCE | 2015
|Benchmark Problems for Large Strain Consolidation
British Library Online Contents | 2015
|Benchmark Problem for Large Strain Self-Weight Consolidation
British Library Online Contents | 2018
|Benchmark Problem for Large Strain Consolidation-Induced Solute Transport
British Library Online Contents | 2018
|