Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Ivana Lukić Kristić"'
Publikováno v:
e-Zbornik. Elektronički Zbornik Radova Građevinskog Fakulteta, Vol 10, Iss 19, Pp 47-62 (2020)
A numerical and an empirical method for calculating nonlinear load-settlement curves for shallow foundations on sand are examined and used in a new methodology. Both methods have merits and drawbacks. The drawbacks are overcome by the methodology pro
Externí odkaz:
https://doaj.org/article/013c696d80a045f5bd0494a420b415ac
Publikováno v:
Građevinar, Vol 69, Iss 06., Pp 467-477 (2017)
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% o
Externí odkaz:
https://doaj.org/article/2c6d9574752e41fc8f86417350e50175
Publikováno v:
e-Zbornik. Elektronički Zbornik Radova Građevinskog Fakulteta, Vol 10, Iss 19, Pp 47-62 (2020)
A numerical and an empirical method for calculating nonlinear load-settlement curves for shallow foundations on sand are examined and used in a new methodology. Both methods have merits and drawbacks. The drawbacks are overcome by the methodology pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8eaa522a324b55c239cd8483fad2afd3
Publikováno v:
Građevinar
Volume 69
Issue 06.
Građevinar, Vol 69, Iss 06., Pp 467-477 (2017)
Volume 69
Issue 06.
Građevinar, Vol 69, Iss 06., Pp 467-477 (2017)
Prikazan je direktan postupak za određivanje slijeganja plitkih temelja, koji kombinira modificiranu hiperbolnu funkciju za nelinearan odnos naprezanja i deformacija te korelacije iz rezultata penetracijskih pokusa. U korelacijama se koristi optere
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::43d88726272073cfb37159a5f58e5a1c
https://doi.org/10.14256/jce.1926.2016
https://doi.org/10.14256/jce.1926.2016
Publikováno v:
e-Zbornik, elektronički zbornik radova Građevinskog fakulteta
Volume 9
Issue 17
Volume 9
Issue 17
U radu se razmatraju nelinearne metode za proračun slijeganja plitkih temelja u pijesku. Jedna od njih se oslanja na konstitutivni odnos Hardening Soil Small uključen u računalni program Plaxis 2D. Ona ima značajan nedostatak u potrebi modeliranj
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______951::1b240f0407d120db7ca9c303db1f3c80
https://hrcak.srce.hr/222481
https://hrcak.srce.hr/222481