A foundation bolt uplift bearing capacity measuring and calculating method
A technology of anti-pull bearing capacity and ground bolts, applied in calculation, special data processing applications, photovoltaic power generation, etc., can solve the problems of lack of theoretical determination methods, low attention, and insufficient safety reserves, etc., to achieve a wide range of applications and methods Simple steps and strong process effects
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Embodiment 1
[0032] The method for measuring and calculating the pull-out bearing capacity of ground bolts in this embodiment is used in the construction of installing solar photovoltaic supports in cohesive soil.
[0033] A certain foundation soil in this embodiment is clay weathered residual cohesive soil within a depth of 0-3.6m, which is a cohesive soil foundation. Ground bolts are laid in the foundation as the foundation of the solar photovoltaic support. After weighing the mass of the ground bolts, it is multiplied by gravity Acceleration, get the gravity G of the ground bolt 1 is 0.1kN, the outer diameter d is 96mm, and the depth H of the soil is 1.2m; the density of the foundation soil measured by the ring knife method is 1.78g / cm 3 , multiplied by the acceleration of gravity, the gravity γ is 17.4kN / m 3 ; The internal friction angle of the soil was measured by the indoor direct shear test is 30°; the undrained shear strength c of the foundation soil is measured by the field cro...
Embodiment 2
[0035] A certain foundation soil is aeolian sandy soil within a depth of 0-3.1m, which is a non-cohesive soil foundation. Ground bolts are laid in the foundation as the foundation of the solar photovoltaic support. The mass is weighed through the ground bolts, and then multiplied by the acceleration of gravity to obtain the Gravity G of the ground bolt 1 is 0.1kN, the outer diameter d is 96mm, and the depth H of the soil is 1.2m; the density of the foundation soil measured by the ring knife method is 1.71g / cm 3 , multiplied by the acceleration of gravity, the gravity γ is 16.8kN / m 3 ; The internal friction angle of the soil was measured by the indoor direct shear test is 27°, determine q s2 is 14.1kPa; further calculate the ultimate pull-out capacity T of ground bolts u2 is 3.16kN, the design pull-out capacity R of ground bolts a2 is 1.80kN.
[0036] Through the ultimate pull-out bearing capacity and design pull-out bearing capacity of the above-mentioned ground bolts, t...
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