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Recommendations for choice of coefficients in pile bearing capacity

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Authors
Šušić, Nenad
Article (Published version)
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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.
Source:
Geotechnical Special Publication, 2002, 116 II, 1398-1403
Publisher:
  • ASCE - American Society of Civil Engineers

DOI: 10.1061/40601(256)100

ISSN: 0895-0563

Scopus: 2-s2.0-0036178550
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URI
http://rims.institutims.rs/handle/123456789/24
Collections
  • Radovi istraživača / Researchers' publications
Institution/Community
Institut za ispitivanje materijala
TY  - JOUR
AU  - Šušić, Nenad
PY  - 2002
UR  - http://rims.institutims.rs/handle/123456789/24
AB  - 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.
PB  - ASCE - American Society of Civil Engineers
T2  - Geotechnical Special Publication
T1  - Recommendations for choice of coefficients in pile bearing capacity
EP  - 1403
IS  - 116 II
SP  - 1398
DO  - 10.1061/40601(256)100
ER  - 
@article{
author = "Šušić, Nenad",
year = "2002",
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.",
publisher = "ASCE - American Society of Civil Engineers",
journal = "Geotechnical Special Publication",
title = "Recommendations for choice of coefficients in pile bearing capacity",
pages = "1403-1398",
number = "116 II",
doi = "10.1061/40601(256)100"
}
Šušić, N.. (2002). Recommendations for choice of coefficients in pile bearing capacity. in Geotechnical Special Publication
ASCE - American Society of Civil Engineers.(116 II), 1398-1403.
https://doi.org/10.1061/40601(256)100
Šušić N. Recommendations for choice of coefficients in pile bearing capacity. in Geotechnical Special Publication. 2002;(116 II):1398-1403.
doi:10.1061/40601(256)100 .
Šušić, Nenad, "Recommendations for choice of coefficients in pile bearing capacity" in Geotechnical Special Publication, no. 116 II (2002):1398-1403,
https://doi.org/10.1061/40601(256)100 . .

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