Pregled bibliografske jedinice broj: 254428
The influence of stress path forced by the process of consolidation on the settlement of shallow foundations
The influence of stress path forced by the process of consolidation on the settlement of shallow foundations // Proceedings of the Fifth International Symposium on Numerical methods in Engineering / Gruber, R. ; Periaux, J. ; Shaw, R.P. (ur.).
Lausanne, 1989. (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 254428 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
The influence of stress path forced by the process of consolidation on the settlement of shallow foundations
Autori
Szavits-Nossan, Antun ; Kovačić, Davorin
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the Fifth International Symposium on Numerical methods in Engineering
/ Gruber, R. ; Periaux, J. ; Shaw, R.P. - Lausanne, 1989
Skup
Fifth International Symposium on Numerical methods in Engineering
Mjesto i datum
Lausanne, Švicarska, 1989
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Finite elements; stress path; consolidation settlements
Sažetak
The finite element analysis for the coupled soil consolidation problem is presented. Dynamic relaxation technique is used for the solution of equilibrium equations at each time increment. A simple linear elastic, ideally plastic stress path dependent constitutive equation for soil skeleton is introduced. The analysis is applied to the problem of a strip foundation on a water saturated clay layer in order to emphasize the role of the consolidation process on the final settlement.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Grafički fakultet, Zagreb
