ULTIMATE RESISTANCE OF VERTICAL PLATE ANCHORS IN CLAY
No. 20 (1986), Conference Proceedings
No. 20 (1986)

ULTIMATE RESISTANCE OF VERTICAL PLATE ANCHORS IN CLAY

Conference Proceedings
https://doi.org/10.9753/icce.v20.134
Published 1986-01-29
Braja M. Das
Civil Engineering, The University of Texas at El Paso
Miguel Picorness
Civil Engineering, The University of Texas at El Paso
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Keywords

vertical plate
anchor
clay
ultimate resistance

How to Cite

Das, B. M., & Picorness, M. (1986). ULTIMATE RESISTANCE OF VERTICAL PLATE ANCHORS IN CLAY. Coastal Engineering Proceedings, 1(20), 134. https://doi.org/10.9753/icce.v20.134
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Abstract

Laboratory model test results for the ultimate pullout resistance of vertical square anchors embedded in saturated or near saturated clay have been presented. The undrained shear strength of the clay and the embedment ratio of the anchors have been varied. Based on the model test results, an empirical parametric relationship for estimation of the ultimate pullout resistance of shallow and deep square anchors has been presented.
https://doi.org/10.9753/icce.v20.134
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