
Analysis of reinforcement effect of different anchoring forces on slope
Abstract Prefabricated anchorage cable frame beams represent a new approach to slope reinforcement, displaying distinct deformation and stress patterns under varying anchoring forces
Hydrological and spatial–temporal characteristics of three-level bridge
Basalt fiber-reinforced polymer (BFRP) anchors are increasingly utilized in geotechnical anchoring engineering; however, there remains significant potential for studying the erosion
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