Recommendations for choice of coefficients in pile bearing capacity

dc.creator	Šušić, Nenad
dc.date.accessioned	2022-04-18T14:56:52Z
dc.date.available	2022-04-18T14:56:52Z
dc.date.issued	2002
dc.identifier.issn	0895-0563
dc.identifier.uri	http://rims.institutims.rs/handle/123456789/24
dc.description.abstract	In this paper we have shown results of research on the influence of the geotechnical environment on pile bearing capacity. Experimental research was carried out at full scale and consisted of test loading of 3 (three) piles. Field investigation for defining geotechnical models was carried out by cone penetration tests. The results and their analysis strongly suggest use of nondimensional coefficients in pile bearing capacity calculations.	en
dc.publisher	ASCE - American Society of Civil Engineers
dc.rights	restrictedAccess
dc.source	Geotechnical Special Publication
dc.title	Recommendations for choice of coefficients in pile bearing capacity	en
dc.type	article
dc.rights.license	ARR
dc.citation.epage	1403
dc.citation.issue	116 II
dc.citation.other	(116 II): 1398-1403
dc.citation.spage	1398
dc.identifier.doi	10.1061/40601(256)100
dc.identifier.scopus	2-s2.0-0036178550
dc.type.version	publishedVersion

Документи

Датотеке	Величина	Формат	Преглед
Уз овај запис нема датотека.