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Avtorstvo: Iztok KOVAČIČ // 1.16 Poglavje ali samostojni sestavek v znanstveni knjigi
Leto: 1985
Citat: ŠUKLJE, Lujo, MAJES, Bojan, KOVAČIČ, Iztok. Previous secondary consolidation in a soil model. V: MURAYAMA, S. (ur.). Constitutive laws of soils. Japan: Japanese Society of Soil Mechanics and Foundation Engineering, 1985, str. 168-171, graf. prikazi.
Povzetek: Stress and strain coordinates in isotache sets of normally consolidated soils define the degree of the previous secondary consolidation. According to actual creep speeds and the time interval the non-linear stress-strain relationships of viscous soils can be linearized in any time step of a consolidation analysis performed as a joint solution of diffusion and equilibrium equations. Depending on the permeability and the length of seepace paths the degree of the previous secondary consolidation has been proved to influence considerably the dissipation of pore pressures [COBISS.SI-ID 490337]
Tipologija: 1.16 Poglavje ali samostojni sestavek v znanstveni knjigi
COBISS ID 490337 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:56