The Behavior of Horizontal Anchor Foundations Embedded in Sand under Uplift and Lateral Loads
Author:
Affiliation:
1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Science, Bengaluru 560012, India. ORCID: .
2. Professor, Dept. of Civil Engineering, Indian Institute of Science, Bengaluru 560012, India (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Link
https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9059
Reference17 articles.
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3. Vertical uplift capacity of strip plate anchors embedded horizontally adjacent to cohesive-frictional soil slopes;Khuntia S.;Int. J. Geomech.,2018
4. Kulhawy F. H. C. H. Trautman J. F. Beech T. D. O’Rourke and W. McGuire. 1983. Transmission line structure foundations for uplift-compression loading. Palo Alto CA: Electrical Power Research Institute (EPRI).
5. Vertical uplift resistance of horizontal plate anchors for eccentric and inclined loads
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