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Pregled bibliografske jedinice broj: 426440

Nonlinear analysis of the influence of increments amounts and history load on soil response


Ivandić, Krešo; Soldo, Božo
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)


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

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