Development of the UWA-05 Design Method for Open and Closed Ended Driven Piles in Siliceous Sand: Fid-Bau Portal

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Development of the UWA-05 Design Method for Open and Closed Ended Driven Piles in Siliceous Sand

Lehane, B. M. / Schneider, J. A. / Xu, X.

This paper draws upon recent research findings to propose a new CPT q_c based design method for predicting axial capacity of open and closed ended driven piles in siliceous sands. The method incorporates various factors that are acknowledged to have a controlling influence on pile capacity including (i) the effects of soil displacement during installation, (ii) friction fatigue, (iii) sand-pile interface friction angle, (iv) changes in radial stress during loading, and (v) the influence of loading direction.

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Development of the UWA-05 Design Method for Open and Closed Ended Driven Piles in Siliceous Sand

Lehane, B. M. / Schneider, J. A. / Xu, X.

This paper draws upon recent research findings to propose a new CPT q_c based design method for predicting axial capacity of open and closed ended driven piles in siliceous sands. The method incorporates various factors that are acknowledged to have a controlling influence on pile capacity including (i) the effects of soil displacement during installation, (ii) friction fatigue, (iii) sand-pile interface friction angle, (iv) changes in radial stress during loading, and (v) the influence of loading direction.

Development of the UWA-05 Design Method for Open and Closed Ended Driven Piles in Siliceous Sand

Lehane, B. M. / Schneider, J. A. / Xu, X.

This paper draws upon recent research findings to propose a new CPT q_c based design method for predicting axial capacity of open and closed ended driven piles in siliceous sands. The method incorporates various factors that are acknowledged to have a controlling influence on pile capacity including (i) the effects of soil displacement during installation, (ii) friction fatigue, (iii) sand-pile interface friction angle, (iv) changes in radial stress during loading, and (v) the influence of loading direction.

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Title:

Development of the UWA-05 Design Method for Open and Closed Ended Driven Piles in Siliceous Sand

Contributors:

Lehane, B. M. (author) / Schneider, J. A. (author) / Xu, X. (author)

Conference:

Geo-Denver 2007 ; 2007 ; Denver, Colorado, United States

Published in:

Contemporary Issues In Deep Foundations ; 1-10

Publication date:

2007-10-14

ISBN:

DOI:

https://doi.org/10.1061/40902(221)12

Type of media:

Conference paper

Type of material:

Electronic Resource

Language:

English

Keywords:

Piles , Drilled shafts , Load bearing capacity , Driven piles , Deep foundations , Sand, soil type

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