Pull rod-bending resistant steel plate combined soil box analog device
A simulation device and combined technology, applied in the fields of foundation engineering, earthquake engineering, material engineering, and civil engineering
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[0054] The specific parameters of the pile group-soil interaction prototype described in this example are as follows: the pile group foundation consists of 9 concrete bored piles, arranged in a determinant, the pile length is 58m, the pile diameter is 1.80m, and the pile spacing is 4.5m. The length of the free section of the pile is 5.3 times the pile diameter; the site soil where the high pile cap is located is medium-density medium-sand, and the site soil type is considered as a single homogeneous soil layer, which is medium-density medium-sand, and the internal friction angle φ= 35°, the bulk density is 19.11kN / m 3 . Pile foundations, caps, and pier columns are made of C40 concrete and Class II steel bars. The longitudinal reinforcement of the pile foundation adopts 36Φ28 main reinforcement, the longitudinal reinforcement ratio is 0.86%, the hoop reinforcement ratio is 0.379%, and the protective layer is 6cm thick.
[0055] For the prototype, the length scale ratio of the...
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