Titlebook: Unsaturated Soils: Numerical and Theoretical Approaches; Proceedings of the I Tom Schanz (Professur Bodenmechanik) Conference proceedings 2

Cerumen

Parley

舊石器時代

CLOWN

懸掛

IOTA

Generalized effective stress in unsaturated granulate by DEM analysishe effective stress in the unsaturated granulate from the viewpoint of strength. The disappearances of menisci and air bubbles were numerically simulated in the wetting process. DEM biaxial compression and hydric tests showed that: with the description of net stresses, peak strength envelopes move p

偽善

Grading entropy variation due to soil crushingtatistical cells in the conventional grading curve and, the entropy increment ΔS due to the mixing of the fractions. The aim of this ongoing research is to examine which part of the entropy plays the role of the “true” entropy in thermodynamic sense (i.e. undergoes an increase during irreversible th

粗糙濫制

A process-oriented approach to compute THM problems in porous media - Part 2: Numerical applicationsear multi-field problems with extremely high resolutions. This two-part paper introduces an object-oriented concept for numerical modelling multi-process systems in porous media (Part 1). The C++ implementation of the OO design for process objects (PCS) as a class is described and illustrated with s

占線

Numerical study to the desiccation cracks formation in mineral liners for landfills water diffusion and stress analysis is made using the finite element method and the numerical program ABAQUS. For this analysis, test results of hydraulic soil relations and tensile behaviour of the investigated cohesive soil are needed. Also the inelastic mechanical properties must be given and im

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