Merifield, Richard S. and Sloan, Scott W. and Lyamin, Andrei V. (2003) Three dimensional lower bound solutions for the stability of plate anchors in sand. Technical Report. University of Southern Queensland, Faculty of Engineering and Surveying, Toowoomba, Australia.
|HTML Citation||EndNote||Dublin Core||Reference Manager|
Full text available as:
|PDF - Requires a PDF viewer such as GSview, Xpdf or Adobe Acrobat Reader|
Identification Number or DOI: TR-2003-02
Soil anchors are commonly used as foundation systems for structures that require uplift or lateral resistance. These types of structures include transmission towers, sheet pile walls and buried pipelines. Although anchors are typically complex in shape (e.g. drag or helical anchors), many previous analyses idealise the anchor as a continuous strip under plane strain conditions. This assumption provides numerical advantages and the problem can solved in two dimensions. In contrast to recent numerical studies, this paper applies three dimensional numerical limit analysis and axi-symetrical displacement finite element analysis to evaluate the effect of anchor shape on the pullout capacity of horizontal anchors in sand. The anchor is idealised as either square or circular in shape. Results are presented in the familiar form of breakout factors based on various anchor shapes and embedment depths, and are also compared with existing numerical and empirical solutions.
|Item Type:||Report (Technical Report)|
|Additional Information:||USQ publication.|
|Uncontrolled Keywords:||soil anchors, anchor shape, pullout capacity, breakout factors, horizontal anchors, sand, cohesionless soil|
|Fields of Research (FOR2008):||09 Engineering > 0905 Civil Engineering > 090506 Structural Engineering|
|Subjects:||290000 Engineering and Technology > 290800 Civil Engineering > 290801 Structural Engineering|
|Socio-Economic Objective (SEO2008):||UNSPECIFIED|
|Deposited On:||11 Oct 2007 10:16|
|Last Modified:||11 Oct 2007 10:16|
Archive Staff Only: edit this record