Assessment method for carrying capacity of suspension bridge tunnel type anchor
A technology for tunnel anchors and bearing capacity, applied in bridges, bridge parts, bridge construction, etc., can solve problems such as tunnel anchor design has not yet formed a system, scientific research results have not been popularized and applied, etc.
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[0045] A method for evaluating the bearing capacity of a tunnel type anchorage of a suspension bridge, the steps of which are:
[0046] (1) Obtain physical and mechanical parameters of surrounding rock:
[0047] 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
[0048]
[0049] 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.
[0050] (2) Preliminary Design Parameters of Tunnel Anchor:
[0051] Determine the tunnel anchor design parameters according to the literature in step (1), specif...
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