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Temperature effect on compression and collapsibility of residual granitic soil

Mehrdad Kholghifard ; Tehnološko sveučilište u Maleziji, Građevinski fakultet
Kamarudin Ahmad ; Tehnološko sveučilište u Maleziji, Građevinski fakultet
Nazri Ali ; Tehnološko sveučilište u Maleziji, Građevinski fakultet
Roohollah Kalatehjari ; Tehnološko sveučilište u Maleziji, Građevinski fakultet
Farzad Babakanpour ; Uprava grada Yasouj, Yasouj, Iran

Puni tekst: engleski, pdf (342 KB) str. 191-196 preuzimanja: 653* citiraj
APA 6th Edition
Kholghifard, M., Ahmad, K., Ali, N., Kalatehjari, R. i Babakanpour, F. (2014). Temperature effect on compression and collapsibility of residual granitic soil. Građevinar, 66 (03.), 191-196. Preuzeto s https://hrcak.srce.hr/119896
MLA 8th Edition
Kholghifard, Mehrdad, et al. "Temperature effect on compression and collapsibility of residual granitic soil." Građevinar, vol. 66, br. 03., 2014, str. 191-196. https://hrcak.srce.hr/119896. Citirano 30.09.2020.
Chicago 17th Edition
Kholghifard, Mehrdad, Kamarudin Ahmad, Nazri Ali, Roohollah Kalatehjari i Farzad Babakanpour. "Temperature effect on compression and collapsibility of residual granitic soil." Građevinar 66, br. 03. (2014): 191-196. https://hrcak.srce.hr/119896
Harvard
Kholghifard, M., et al. (2014). 'Temperature effect on compression and collapsibility of residual granitic soil', Građevinar, 66(03.), str. 191-196. Preuzeto s: https://hrcak.srce.hr/119896 (Datum pristupa: 30.09.2020.)
Vancouver
Kholghifard M, Ahmad K, Ali N, Kalatehjari R, Babakanpour F. Temperature effect on compression and collapsibility of residual granitic soil. Građevinar [Internet]. 2014 [pristupljeno 30.09.2020.];66(03.):191-196. Dostupno na: https://hrcak.srce.hr/119896
IEEE
M. Kholghifard, K. Ahmad, N. Ali, R. Kalatehjari i F. Babakanpour, "Temperature effect on compression and collapsibility of residual granitic soil", Građevinar, vol.66, br. 03., str. 191-196, 2014. [Online]. Dostupno na: https://hrcak.srce.hr/119896. [Citirano: 30.09.2020.]
Puni tekst: hrvatski, pdf (355 KB) str. 191-196 preuzimanja: 164* citiraj
APA 6th Edition
Kholghifard, M., Ahmad, K., Ali, N., Kalatehjari, R. i Babakanpour, F. (2014). Utjecaj temperature na stišljivost i potencijal kolapsibilnosti rezidualnog granitnog tla. Građevinar, 66 (03.), 191-196. Preuzeto s https://hrcak.srce.hr/119896
MLA 8th Edition
Kholghifard, Mehrdad, et al. "Utjecaj temperature na stišljivost i potencijal kolapsibilnosti rezidualnog granitnog tla." Građevinar, vol. 66, br. 03., 2014, str. 191-196. https://hrcak.srce.hr/119896. Citirano 30.09.2020.
Chicago 17th Edition
Kholghifard, Mehrdad, Kamarudin Ahmad, Nazri Ali, Roohollah Kalatehjari i Farzad Babakanpour. "Utjecaj temperature na stišljivost i potencijal kolapsibilnosti rezidualnog granitnog tla." Građevinar 66, br. 03. (2014): 191-196. https://hrcak.srce.hr/119896
Harvard
Kholghifard, M., et al. (2014). 'Utjecaj temperature na stišljivost i potencijal kolapsibilnosti rezidualnog granitnog tla', Građevinar, 66(03.), str. 191-196. Preuzeto s: https://hrcak.srce.hr/119896 (Datum pristupa: 30.09.2020.)
Vancouver
Kholghifard M, Ahmad K, Ali N, Kalatehjari R, Babakanpour F. Utjecaj temperature na stišljivost i potencijal kolapsibilnosti rezidualnog granitnog tla. Građevinar [Internet]. 2014 [pristupljeno 30.09.2020.];66(03.):191-196. Dostupno na: https://hrcak.srce.hr/119896
IEEE
M. Kholghifard, K. Ahmad, N. Ali, R. Kalatehjari i F. Babakanpour, "Utjecaj temperature na stišljivost i potencijal kolapsibilnosti rezidualnog granitnog tla", Građevinar, vol.66, br. 03., str. 191-196, 2014. [Online]. Dostupno na: https://hrcak.srce.hr/119896. [Citirano: 30.09.2020.]

Sažetak
This research aims to investigate the effect of temperature changes on the compression index and collapse potential of the residual granitic soil that is widely encountered in Malaysia. An experimental study was conducted on the compacted soil using a modified temperature-controlled oedometer. Temperatures of 27, 40, and 60 ºC were applied on two series of soil specimens with different values of dry density. Experimental results showed that the value of compression index is independent of temperature. On the other hand, heating caused a reduction in collapse potential, which was more pronounced at low dry density.

Ključne riječi
temperature; Compression index; Collapse potential; Residual granitic soils

Hrčak ID: 119896

URI
https://hrcak.srce.hr/119896

[hrvatski]

Posjeta: 966 *