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Prethodno priopćenje
https://doi.org/10.14256/JCE.1926.2016

Direct method for determination of shallow foundation settlements

Ivana Lukić Kristić
Vlasta Szavits-Nossan
Predrag Miščević

Puni tekst: engleski, pdf (615 KB) str. 467-477 preuzimanja: 2.470* citiraj
APA 6th Edition
Lukić Kristić, I., Szavits-Nossan, V. i Miščević, P. (2017). Direct method for determination of shallow foundation settlements. Građevinar, 69 (06.), 467-477. https://doi.org/10.14256/JCE.1926.2016
MLA 8th Edition
Lukić Kristić, Ivana, et al. "Direct method for determination of shallow foundation settlements." Građevinar, vol. 69, br. 06., 2017, str. 467-477. https://doi.org/10.14256/JCE.1926.2016. Citirano 19.09.2021.
Chicago 17th Edition
Lukić Kristić, Ivana, Vlasta Szavits-Nossan i Predrag Miščević. "Direct method for determination of shallow foundation settlements." Građevinar 69, br. 06. (2017): 467-477. https://doi.org/10.14256/JCE.1926.2016
Harvard
Lukić Kristić, I., Szavits-Nossan, V., i Miščević, P. (2017). 'Direct method for determination of shallow foundation settlements', Građevinar, 69(06.), str. 467-477. https://doi.org/10.14256/JCE.1926.2016
Vancouver
Lukić Kristić I, Szavits-Nossan V, Miščević P. Direct method for determination of shallow foundation settlements. Građevinar [Internet]. 2017 [pristupljeno 19.09.2021.];69(06.):467-477. https://doi.org/10.14256/JCE.1926.2016
IEEE
I. Lukić Kristić, V. Szavits-Nossan i P. Miščević, "Direct method for determination of shallow foundation settlements", Građevinar, vol.69, br. 06., str. 467-477, 2017. [Online]. https://doi.org/10.14256/JCE.1926.2016
Puni tekst: hrvatski, pdf (622 KB) str. 467-477 preuzimanja: 1.511* citiraj
APA 6th Edition
Lukić Kristić, I., Szavits-Nossan, V. i Miščević, P. (2017). Direktan postupak za određivanje slijeganja plitkih temelja. Građevinar, 69 (06.), 467-477. https://doi.org/10.14256/JCE.1926.2016
MLA 8th Edition
Lukić Kristić, Ivana, et al. "Direktan postupak za određivanje slijeganja plitkih temelja." Građevinar, vol. 69, br. 06., 2017, str. 467-477. https://doi.org/10.14256/JCE.1926.2016. Citirano 19.09.2021.
Chicago 17th Edition
Lukić Kristić, Ivana, Vlasta Szavits-Nossan i Predrag Miščević. "Direktan postupak za određivanje slijeganja plitkih temelja." Građevinar 69, br. 06. (2017): 467-477. https://doi.org/10.14256/JCE.1926.2016
Harvard
Lukić Kristić, I., Szavits-Nossan, V., i Miščević, P. (2017). 'Direktan postupak za određivanje slijeganja plitkih temelja', Građevinar, 69(06.), str. 467-477. https://doi.org/10.14256/JCE.1926.2016
Vancouver
Lukić Kristić I, Szavits-Nossan V, Miščević P. Direktan postupak za određivanje slijeganja plitkih temelja. Građevinar [Internet]. 2017 [pristupljeno 19.09.2021.];69(06.):467-477. https://doi.org/10.14256/JCE.1926.2016
IEEE
I. Lukić Kristić, V. Szavits-Nossan i P. Miščević, "Direktan postupak za određivanje slijeganja plitkih temelja", Građevinar, vol.69, br. 06., str. 467-477, 2017. [Online]. https://doi.org/10.14256/JCE.1926.2016

Sažetak
A direct procedure for determining settlement of shallow foundations, combining the modified hyperbolic function for nonlinear stress and strain ratio with correlations from penetration test results, is presented in the paper. The 10% load, i.e. 1% of settlement to equivalent foundations diameter ratio, is used in correlations. Laboratory tests are not needed in this novel procedure, which is a considerable advantage for coarse-grained soils. A very good correspondence was established between the load-based settlement curve calculated in this way, and the settlements measured in sand during load testing of five square foundations of variable size.

Ključne riječi
shallow foundations; settlement; soil stiffness; maximum shear modulus; load testing

Hrčak ID: 185035

URI
https://hrcak.srce.hr/185035

[hrvatski]

Posjeta: 4.185 *