An evaluation method for the bearing capacity of tunnel anchorages of suspension bridges
A technology for tunnel anchors and bearing capacity, applied in bridges, bridge parts, bridge construction, etc., can solve the problems that scientific research results have not been popularized and applied, and the design of tunnel anchors has not yet formed a system.
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[0046] A method for evaluating the bearing capacity of a tunnel type anchorage of a suspension bridge, the steps of which are:
[0047] (1) Obtain physical and mechanical parameters of surrounding rock:
[0048] According to the literature "Comprehensive Research on Rock Mechanics of Anchor Bearing Characteristics of Ultra-Long Span Suspension Bridge Tunnel" written by Wu Aiqing and others, the physical and mechanical parameters of surrounding rock required for calculation are determined, including: surrounding rock cohesion c, internal friction angle of surrounding rock Friction coefficient f between surrounding rock and concrete, lateral pressure coefficient of surrounding rock
[0049]
[0050] According to the formula The calculated k=0.23, the minimum value of f is 0.87, and the value of c is 0.79MPa.
[0051] (2) Preliminary Design Parameters of Tunnel Anchor:
[0052] Determine the tunnel anchor design parameters according to the literature in step (1), specif...
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