𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Earthquake analysis with generalized plasticity model for saturated soils

✍ Scribed by C. S. Desai; H. M. Galagoda


Publisher
John Wiley and Sons
Year
1989
Tongue
English
Weight
726 KB
Volume
18
Category
Article
ISSN
0098-8847

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Generalized plasticity state parameter-b
✍ Diego Manzanal; JosΓ© Antonio FernΓ‘ndez Merodo; Manuel Pastor πŸ“‚ Article πŸ“… 2010 πŸ› John Wiley and Sons 🌐 English βš– 328 KB

## Abstract The behavior of granular materials is known to depend on its loose or dense nature, which in turns depends both on density and confining pressure. Many models developed in the past require the use of different sets of constitutive parameters for the same material under different confini

A plastic-damage concrete model for eart
✍ Lee, Jeeho; Fenves, Gregory L. πŸ“‚ Article πŸ“… 1998 πŸ› John Wiley and Sons 🌐 English βš– 311 KB πŸ‘ 2 views

A new plastic-damage constitutive model for cyclic loading of concrete has been developed for the earthquake analysis of concrete dams. The rate-independent model consistently includes the effects of strain softening, represented by separate damage variables for tension and compression. A simple sca

Implicit integration of a chemo-plastic
✍ H. W. Zhang; L. Zhou πŸ“‚ Article πŸ“… 2008 πŸ› John Wiley and Sons 🌐 English βš– 219 KB

## Abstract A chemo‐plastic constitutive model for partially saturated soils is proposed in this paper based on the existing models developed in Hueckel (__Int. J. Numer. Anal. Meth. Geomech.__ 1997; **21**:43–72) and Gallipoli __et al__. (__Geotechnique__ 2003; **53**:123–135). The chemical soften