Inverted-ladder-shaped variable-section single-pile vertical bearing character analysis method
An analysis method and inverted ladder technology, applied in the direction of sheet pile walls, special data processing applications, instruments, etc., can solve the problem of few theoretical research results of variable cross-section piles
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[0098] The present invention will be further described below in conjunction with the accompanying drawings. It should be noted that the following is only an embodiment of the present invention, and it does not mean that the technical solution of the present invention is carried out in the following manner. Similar schemes of conclusions all belong to the technical protection scope of the present invention.
[0099] like figure 1 As shown in Fig. 1, it is assumed that the pile body and the soil around the pile are elastic, and the supporting force at the pile tip acts after the pile side friction resistance is fully exerted;
[0100] When the pile top load P 0 When the pile tip settlement Δh is small, the soil shear force around the upper pile body presents a trapezoidal distribution, as shown in figure 1 As shown in (a); the load increases gradually, and the soil around the pile top reaches the limit side friction resistance, as shown in figure 1 As shown in (b), at this ti...
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