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    Pullout Performance and Branching Effect of Radial Cables to Reinforce the Steep Fill–Bedrock Interfaces: Investigation of a Pullout Test and a Numerical Simulation 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 006:;page 04024088-1
    Author(s): Zhao Li; Da Huang; Shilin Luo; Wenbo Huang; Roberto Tomás
    Publisher: ASCE
    Abstract: Steep fill–bedrock interfaces usually appear in many filling soil infrastructures, such as airports, houses, and road embankments in mountainous areas, when the excavation of rock slopes is constrained. These interfaces ...
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