Investigating the tensile load bearing capacity of vertical plate anchor in granular soils?
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The tensile load bearing capacity of vertical plate anchors in granular soils has been investigated in several studies. Pol and Gabrieli conducted laboratory punch tests and developed a 3D discrete element model to study the interaction between the plate, wire mesh, and soil . Wang et al. conducted model scale experiments in a geotechnical centrifuge and found that anchor capacity regain is influenced by consolidation time and resistance maintained on the anchor . Naji, Mustăţea, and Aziz conducted an experimental study using a scale model anchor plate embedded in sandy soil and found that the size of the cavity directly affects the capacity of the plate anchor . Another study proposed a correlation to estimate plate anchor uplift capacity in sand based on cone tip resistance measured from cone penetrometer tests . Naji, Mustăţea, and Aziz also conducted a numerical study using Abaqus software to analyze the behavior of an anchor plate embedded in soil and found that the location of the cavity affects the resistance area and overturning capacity of the anchor .
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| Papers (5) | Insight |
|---|---|
| The paper does not investigate the tensile load bearing capacity of vertical plate anchor in granular soils. The paper is about estimating plate anchor uplift capacity in sand based on cone tip resistance measured from cone penetrometer tests (CPT). | |
| The paper does not investigate the tensile load bearing capacity of a vertical plate anchor in granular soils. The paper focuses on the behavior of an anchor plate embedded in loose sandy soil under vertical uplift load and the influence of a cavity on its resistance and overturning capacity. | |
1 Citations | The paper does not specifically investigate the tensile load bearing capacity of a vertical plate anchor in granular soils. The paper focuses on the loading capacity of an anchor plate coupled with a steel wire mesh in soil retaining applications. |
| The provided paper does not investigate the tensile load bearing capacity of vertical plate anchor in granular soils. | |
| The paper does not investigate the tensile load bearing capacity of vertical plate anchors in granular soils. The paper focuses on the capacity regain of plate anchors in normally consolidated kaolin clay. |
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