Untitled Document
Home   Presentation   Staff   Teaching   Research   Projects   News and events   Bibliography
Contact | Login
IKPIR: BIBLIOGRAPHY: COBISS-ID: 490337 Ljubljana,  

 

IKPIR Atuhor: Iztok KOVAČIČ // 1.16 Chapter or independent contribution in scientific book
Year: 1985
Citation: 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.
Summary: 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]
Typology: 1.16 Chapter or independent contribution in scientific book
COBISS_ID: 490337 Full COBISS entry
Entered 2009/06/10 11:56


pick and add to basketFIRSTPREVIOUSNEXTLASTHOMELOGIN (you are guest _anon_344438)   Hosted by http://www.ddatabase.com/