Pregled bibliografske jedinice broj: 436808
Supplemental Analysis of Transversely Loaded Piles
Supplemental Analysis of Transversely Loaded Piles // The electronic journal of geotechnical engineering, 14 (2009), p1-p10 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 436808 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Supplemental Analysis of Transversely Loaded Piles
Autori
Cimbola, Zdravko ; Soldo, Božo
Izvornik
The electronic journal of geotechnical engineering (1089-3032) 14
(2009);
P1-p10
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
Winkler base model; Mindlin's homogenous half-space; pile; coefficient of base reaction
Sažetak
This paper contains the analysis of transversely loaded piles using the comparison of Winkler's analytical (single-parameter) base, i.e. soil model and Mindlin's numerical homogenous half-space. The coefficient of soil reaction is the central element being researched for calculation using the analytical method. Numerical methods are more complex, but probably also more exact, while analytical methods are simpler as used by engineers, but are often shunned due to the entry parameter of the base reaction coefficient. Results shown here are theoretical, as are certain explanations of how they were obtained.
Izvorni jezik
Engleski
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus
