Pregled bibliografske jedinice broj: 426440
Nonlinear analysis of the influence of increments amounts and history load on soil response
Nonlinear analysis of the influence of increments amounts and history load on soil response // Structural Engineering and Mechanics, 33 (2009), 1; 67-77 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 426440 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Nonlinear analysis of the influence of increments amounts and history load on soil response
Autori
Ivandić, Krešo ; Soldo, Božo
Izvornik
Structural Engineering and Mechanics (1225-4568) 33
(2009), 1;
67-77
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
nonlinearity; average normal stress; deviation stress; plasticity; increment; calculation; volume and deviation deformation; modified Cam clay model
Sažetak
The soil response calculation is described, by which, threw the fictive path of stress, the stress-deformation diagrams are determined, considering the nonlinear soil behavior. The calculation are lead incrementally, by which is shown that in the presented soil model (modified Cam Clay), considering the influence of overconsolidated soil pressure OCR, the number of calculation steps may, but not necessarily, have a sufficient influence on the value of failure load and definite soil deformation. The simplicity and the practicalness of the procedure, the enables modeling the complex relations in soil.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Geotehnički fakultet, Varaždin
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus
