Method for reducing bending failure of tubular piles in soft soil
A technology of bending failure and pipe piles, applied in soil protection, sheet pile walls, buildings, etc., can solve the problems of poor lateral bearing capacity of a single pipe pile, weak bearing pressure of pipe piles, and weak lateral stiffness, etc., to achieve Improve bearing capacity, improve efficiency, and reduce the effect of bending damage
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[0042] The following is attached Figure 1-4 The application is described in further detail.
[0043] The embodiment of the present application discloses a method for reducing bending damage of pipe piles in soft soil. refer to figure 1 , the method of reducing the bending damage of pipe piles in soft soil includes the following steps:
[0044] Step1: Survey and testing of the soil layer 1 of the construction site. The survey and testing can be carried out by drilling.
[0045] Step2: Set the first reinforcement layer 2 at the position of the design elevation.
[0046] Step3: Set the second reinforcement layer 3 at the design elevation, and the second reinforcement layer is located above the first reinforcement layer.
[0047] The materials used for the first reinforcement layer 2 and the second reinforcement layer 3 are all concrete, and the first reinforcement layer 2 and the second reinforcement layer 3 are laid by high-pressure rotary spraying method at the same time. ...
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