118
Views
0
CrossRef citations to date
0
Altmetric
Articles

Computerised processing of ground investigation data and use in predicting the load-settlement behaviour of piled foundations

Pages 223-233 | Received 10 May 2013, Accepted 30 Jul 2014, Published online: 01 Sep 2014
 

Abstract

A new computer program “PILESET” is developed for use in predicting the bearing capacity and load-settlement behaviour of axially loaded single piles. The program can analyse almost any soil profile and accommodates (a) displacement piles (b) replacement (c) friction piles, (d) end-bearing piles, (e) under-reamed piles and (f) partially sleeved piles. A variety of soil input data can be used, including: (i) standard penetration tests, (ii) cone/piezo-cone tests, (iii) pressure-meter tests and (iv) laboratory tests. The above data types can be combined, if desired, for pile analysis by PILESET. The program calculates the shaft and base capacities of a pile based on 23 methods published in design guides in over 10 European countries. PILESET also predicts the pile load-settlement curve using five published methods, which include two modified load transfer (t-z) approaches formulated by the author. To demonstrate the capabilities of the program, analysis is carried out for case study involving seven full-scale screw piles formed in sand and tested to failure. In each case, the load-settlement curve computed using the author’s modified method in PILESET is found to be in excellent agreement with the actual pile test results.

Acknowledgements

Special appreciation is due to the Belgian Building Research Institute (BBRI) for permitting the use of their field test data and for inviting the author to participate at an international prediction event. Other thanks are due to the University of Glamorgan for allowing the author to carry out work in industry and for providing various facilities.

Additional information

Funding

The Royal Society, UK, is thanked for awarding a generous Fellowship grant over two years. The database of pile tests described in this paper was compiled from the BBRI research programme: Soil displacement screw piles-calibration of calculation methods and automation of the static load test procedure (supported by the Belgian Federal Ministry of Economical Affairs, Convention CC-CI-756).

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.