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The uplift resistance of pipes and plate anchors buried in sand

✍ Scribed by Cheuk, C. Y.; Bolton, M. D.; White, D. J.


Book ID
125521209
Publisher
Thomas Telford
Year
2008
Tongue
English
Weight
370 KB
Volume
58
Category
Article
ISSN
0016-8505

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The vertical uplift resistance of circular plate anchors, embedded horizontally in a clayey stratum whose cohesion increases linearly with depth, has been obtained under undrained (/ = 0) condition. The axisymmetric static limit analysis formulation in combination with finite elements proposed recen