NDLI: Bored pile design in stiff clay I: codes of practice

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Bored pile design in stiff clay I: codes of practice

Content Provider	Semantic Scholar
Author	Vardanega, P. J. Kolody, Ekaterina Pennington, Stuart H. Morrison, Paul R. Simpson, Brian
Copyright Year	2012
Abstract	The assessment of the allowable bearing load of bored piles ‘floating' in stiff clay is a standard engineering task. Although the soil mechanics is universal, engineers designing structures in different parts of the world will need to take into account the pertinent codes of practice. It will be helpful to compare such codes, especially in relation to their treatment of uncertainty in the design of bored piles. This paper presents a series of design calculations for a real set of geotechnical data using four international codes of practice: the Australian, American, European and Russian codes. The National Annexes of Ireland, the Netherlands and the UK are used in conjunction with the European code. This selection of countries covers the three Eurocode 7 design approaches (DA1, DA2 and DA3). A non-codified design method is used to provide a base case for comparative purposes with the six codified calculations. A companion paper investigates the issues of soil mechanics in pile design methods, uncertainty ...
Starting Page	213
Ending Page	232
Page Count	20
File Format	PDF HTM / HTML
DOI	10.1680/geng.11.00062
Volume Number	165
Alternate Webpage(s)	https://research-information.bris.ac.uk/files/32067809/geng165_0213.pdf
Alternate Webpage(s)	https://research-information.bristol.ac.uk/files/32268565/geng167_0087.pdf
Alternate Webpage(s)	http://research-information.bristol.ac.uk/files/32268565/geng167_0087.pdf
Alternate Webpage(s)	https://research-information.bristol.ac.uk/files/32067809/geng165_0213.pdf
Alternate Webpage(s)	https://doi.org/10.1680/geng.11.00062
Language	English
Access Restriction	Open
Content Type	Text
Resource Type	Article

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