Influence Depth of the Tensile Capacity of Ground Anchors Folding Type in Cohesive Soils

Author:

Maming M I,Jamaluddin A R,Harianto T,Muhiddin A B

Abstract

Abstract A ground anchor is used to withstand tensile stresses caused by loading both the natural load of the soil and external pressures, then passing the force into the ground. It is generally used to retain tensile form and lateral power structures in constructing walls, foundations, transmission towers, pile, floating docks, mooring dolphin, and offshore buildings. Various ground anchors have been widely used, such as drag, helical, circular-shaped plates, and squares. Especially for massive plate anchors, installation is complicated because it must be excavated first before installation. A challenge in engineering is especially on cohesive soil conditions (soft soil). With these considerations, it is necessary to develop innovative models that are easier to install but still have a large enough tensile capacity. This research analyzes the tensile capacity by using ground anchor folding type to overcome building problems on cohesive soil. The test was tensile capacity with four leaves and a Variation of depth-the performance of this folding type anchor based on the tensile capacity and the anchor. The results obtained in this study; the greater area of the element occurred a significant increase in tensile capacity.

Publisher

IOP Publishing

Subject

General Engineering

Reference13 articles.

1. Stability of plateanchors in undrained clay;Merifield;Geotechnique,2001

2. The Ultimate Uplift Capacity of Foundations;Meyerhof;Canadian Geotechincal Journal,1968

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