Pullout Capacity of a Vertical Plate Anchor Embedded in Cohesion-less Soil

Pullout Capacity of a Vertical Plate Anchor Embedded in Cohesion-less Soil

In this document, the ultimate cohesion-less pullout capability of a shallow laid vertical plate strip anchor  With the consideration of active and passive limit equilibrium states in the soil, the soil is analysed.  The equation of Kötter is used to measure the active and passive thrusts that are subsequently used in  Analysis in which all equilibrium equations are correctly interpreted. The distinctive loss  Surfaces under active and passive limits are defined on the basis of force equilibrium.  conditions of equilibrium. One distinctive characteristic of the system proposed is the ability to quantify the method.  Active/passive thrust application point using moment equilibrium. Another attribute that distinguishes  Predict the distribution of soil reactions on the surface of the failure. Comparison between the effects of the  The proposed approach demonstrates the experimental findings available in comparison to other theoretical approaches. That, up to the 3.0 embedment ratio, the method proposed is capable of Make predictions that are fairly successful.

Author (s) Details

G. S. Kame
Department of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India.

D. M. Dewaikar
Department of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India.

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