Pregled bibliografske jedinice broj: 252019
On the influence of nonplastic fines on residual strength
On the influence of nonplastic fines on residual strength // Earthquake Geotechnical Engineering, Ed. K. Ishihara / Ishihara, Kenji (ur.).
Tokyo: A.A. Balkema Publishers, 1995. str. Vol.1, 239-244 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 252019 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
On the influence of nonplastic fines on residual strength
Autori
Zlatović, Sonja ; Ishihara, Kenji
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Earthquake Geotechnical Engineering, Ed. K. Ishihara
/ Ishihara, Kenji - Tokyo : A.A. Balkema Publishers, 1995, Vol.1, 239-244
Skup
First International Conference on Earthquake Geotechnical Engineering
Mjesto i datum
Tokyo, Japan, 14.11.1995. - 16.11.1995
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
sand; silt; silt content; residual strength; nonplastic fines; sandy soil; silty soil
Sažetak
Toyoura sand was milled into a nonplastic silt and then the series of mixtures was made from the two materials, with the increasing content of silt, from 0% to 100%. The specimens were prepared into the loosest state using three methods of preparation. In dry state, with an increase in the silt content, the maximum void ratio increased, the peak and residual strength decreased and the quasi-steady state line in the logp', e space moved downwards with the increase in the silt content up to 30%. With further increase in the silt content, contractiveness decreased, strength increased and the quasi-steady state line moved upwards. These results show that some values of silt content are extremely dangerous.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
