Simulation Analysis of Soil Sampling for Adjacent Transmission Towers
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Graphical Abstract
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Abstract
In response to the soil sampling of a nearby 220 kV transmission tower, the deformation characteristics of the foundation of the transmission tower were analyzed through FLAC 3D three-dimensional numerical simulation of the soil sampling process. The rationality and effectiveness of using steel sheet pile reinforcement scheme in the protection area of the transmission tower were verified, providing reference for similar soil sampling of adjacent transmission towers.
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