Pregled bibliografske jedinice broj: 106164
Model testing of geosynthetics in reinforced soil
Model testing of geosynthetics in reinforced soil // Proceedings of the Twelfth European Conference on Soil Mechanics and Geotechnical Engineering "Geotechnical Engineering for Transportation Infrastructure" (ECSMGE). Vol. 2 / Barends, F.B.J. ; Lindenberg, J. ; Luger, H.J. ; de Quelerij, L. (ur.).
Rotterdam : Boston (MA) : Taipei: A.A. Balkema Publishers, 1999. str. 817-822 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 106164 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Model testing of geosynthetics in reinforced soil
Autori
Mulabdić, Mensur ; Szavits-Nossan, Antun ; Kovačević, Meho-Saša
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the Twelfth European Conference on Soil Mechanics and Geotechnical Engineering "Geotechnical Engineering for Transportation Infrastructure" (ECSMGE). Vol. 2
/ Barends, F.B.J. ; Lindenberg, J. ; Luger, H.J. ; de Quelerij, L. - Rotterdam : Boston (MA) : Taipei : A.A. Balkema Publishers, 1999, 817-822
Skup
European Conference on Soil Mechanics and Geotechnical Engineering (12 ; 1999)
Mjesto i datum
Amsterdam, Nizozemska, 07.06.1999. - 10.06.1999
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
reinfoced soil ; testing ; in situ ; interaction
Sažetak
As a part of the broader research project aiming at measuring efficiency of geosynthetics in reinforcing soil, site testing was peformed on the test site. Testing was related to the influence of reinforcement on the stifness of the soil in embankment on the soft foundation soil, and to the testing methods. Two shifts of well graded gravel, each of 50 cm height, were compacted one upon onother, having no reinforcement and having geotextile or geonet as a reinforcement bellow the first layer and between the two layers. It was demonstrated that reinforcement brings significant increase in the stiffness of the gravel shift, specially geonet. Also, SASW technique proved to be usefull method of measuring G modulus and its distribution along the height of the soil shift.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus