Your single point of reference for all your Geotechnical Inquiries
No reviews have been submitted for this Publication so far.
You must be registered in order to submit a review.
You must be registered in order to submit a review.
Share this Information:
|
|
|
STATE OF PRACTICE FOR THE DESIGN OF SOCKETED PILES IN ROCK (1999)
Design methods for axial and lateral loads on rock socketed piles are summarized. The key factors which influence design for axial loading are presented and detailed descriptions are given of three appropriate design methods, together with worked examples. The implementation of Limit State design concepts for socketed piles is described. The writer concludes that the method by Rowe and Armitage is currently the most satisfactory design tool, although it is acknowledged that methods based on fundamental parameters controlling side shear have substantial value in assessing socketed pile behaviour.
Reference:
Proceedings, 8th Australia New Zealand conference on geomechanics, Hobart
Proceedings, 8th Australia New Zealand conference on geomechanics, Hobart
Organization:
Pells Sullivan Meynink Pty Ltd, Australia Adjunct Professor of Civil Engineering, University of NSW
Pells Sullivan Meynink Pty Ltd, Australia Adjunct Professor of Civil Engineering, University of NSW
User Rating:
You must be registered to vote.
