duboko temeljenje i poboljšanje temeljnog tla - Građevinski fakultet
duboko temeljenje i poboljšanje temeljnog tla - Građevinski fakultet
duboko temeljenje i poboljšanje temeljnog tla - Građevinski fakultet
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Fellenius, B. H., 1984. Negative skin friction and settlement of piles. Proceedings of<br />
the Second International Seminar, Pile Foundations, Nanyang Technological<br />
Institute, Singapore, 18 p.<br />
Can. Geotech. J. 36(6): 1185–1194 (1999) | doi:10.1139/cgj-36-6-1185 | ©<br />
1999 NRC Canada; Axial capacity of tapered piles established from model tests<br />
M. Hesham El Naggar and Jin Qi Wei<br />
ANALYSIS OF STATIC AXIAL LOAD CAPACITY OF SINGLE PILES AND<br />
LARGE DIAMETER SHAFTS USING NONLINEAR LOAD TRANSFER CURVES<br />
Journal<br />
KSCE Journal of Civil Engineering<br />
Publisher<br />
ISSN<br />
Korean Society of Civil Engineers<br />
1226-7988 (Print) 1976-3808 (Online)<br />
Issue Volume 11, Number 6 / November, 2007<br />
Category<br />
DOI<br />
Pages 285-292<br />
Subject Collection<br />
Geotechnical Engineering<br />
10.1007/BF02885899<br />
Engineering<br />
SpringerLink Date Wednesday, April 09, 2008<br />
Alawneh A.S.; Nusier O.; Husein Malkawi A.I.; Al-Kateeb M.: Axial compressive<br />
capacity of driven piles in sand: a method including post-driving residual stresses;<br />
Canadian Geotechnical Journal, Volume 38, Number 2, April 2001 , pp. 364-377(14);<br />
NRC Research Press<br />
130
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