A design method for uplift bearing capacity of short pile foundations of transmission lines
A transmission line and bearing capacity technology, which is applied in infrastructure engineering, design optimization/simulation, electrical digital data processing, etc. Accuracy and improved work efficiency
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[0033] Best practice:
[0034] Refer to attached figure 2 , a method for designing the uplift bearing capacity of short pile foundations of transmission lines, comprising the following steps:
[0035] 1) From the relevant knowledge of soil mechanics and Coulomb theory, it can be known that the shear strength of soil can be expressed in the following form:
[0036] τ f =σtanφ+c………①
[0037] 2) Assuming that the frictional resistance between piles and soil also follows the Coulomb shear strength theory, σ is the normal stress of the pile-soil contact surface, φ is the internal friction angle of the soil, c is the cohesion of the soil, and the values of φ and c are called The shear strength index of the soil; from the calculation of the stress in the soil, the normal stress σ of the pile-soil contact surface is equal to the vertical self-weight stress multiplied by the lateral pressure coefficient,
[0038] σ=γhK 0 …………②
[0039] Where γ is the weight of the soil, h is t...
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