| CPC G06F 30/23 (2020.01) [G06F 30/13 (2020.01); G06F 2111/10 (2020.01)] | 6 Claims |
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1. A method for designing a squeezed branch pile, comprising:
step (1), designing an orthogonal design table of four factors and three levels according to an optimization target, and obtaining nine groups of structural parameters corresponding respectively to nine groups of simulated squeezed branch piles according to the orthogonal design table, wherein the four factors comprise a quantity of branch plates, a diameter of the branch plates, a squeezed angle of the branch plates and a distance between adjacent branch plates of the branch plates, and the optimization target is a vertical bearing performance of the nine groups of simulated squeezed branch piles, the four factors and the three levels indicating each of the four factors having three different values, and each of the nine groups of structural parameters comprising a combination of values of the four factors;
step (2), performing a numerical simulation calculation through a finite element software based on simulated soil parameters and the nine groups of structural parameters, to obtain nine groups of simulation results indicating vertical settlements of the nine groups of simulated squeezed branch piles, and recording the nine groups of simulation results in the orthogonal design table, the simulated soil parameters representing features of soils in which the squeezed branch pile is to be used;
step (3), determining a first design parameter of the nine groups of simulated squeezed branch piles based on vertical bearing performance according to the nine groups of simulation results, the vertical bearing performance being based on the vertical settlements of the nine groups of simulated squeezed branch piles, and the first design parameter comprising a first combination of values of the four factors;
step (4), determining a second design parameter of the nine groups of simulated squeezed branch piles based on economic efficiencies of simulated squeezed branch piles corresponding to the first design parameter and the nine groups of structural parameters, the economic efficiencies of the simulated squeezed branch piles based on loading settlements of the simulated squeezed branch piles, and the second design parameter comprising a second combination of values of the four factors; and
step (5), determining a design parameter based on the first design parameter and the second design parameter, the design parameter comprising a combination of values of the four factors, and designing the squeezed branch pile according to the design parameter; and
the step (3) comprises:
step (301), performing a variance analysis on the nine groups of simulation results to obtain a mean value and a range of a vertical settlement corresponding to each level of each of the four factors; and
step (302), obtaining a level value corresponding to a minimum mean of the vertical settlement for each factor of the four factors based on the mean value and the range of the vertical settlement corresponding to each level of each of the four factors, and obtaining the first design parameter of the nine groups of simulated squeezed branch piles;
the step (4) comprises:
step (401), performing, according to ten groups of test schemes, a vertical loading performance test on ten simulated squeezed branch piles by applying loadings of different weights to the ten simulated squeezed branch piles, to obtain ten groups of loading settlements, the ten simulated squeezed branch piles corresponding, respectively, to the first design parameter and the nine groups of structural parameters; and
step (402), obtaining ten loading settlement curves according to the ten groups of loading settlements, and obtaining the second design parameter based on the economic efficiencies obtained according to the ten loading settlement curves, the ten loading settlement curves representing a relationship of loading settlements and loadings; and
the step (402) comprises:
step (4021), obtaining the ten loading settlement curves in a two-dimensional coordinate system according to the ten groups of loading settlements;
step (4022), adding a linear function y=a to the two-dimensional coordinate system, a being a maximum loading settlement value of a loading settlement curve corresponding to the first design parameter;
step (4023), taking abscissas of intersections of the linear function y=a with nine loading settlement curves corresponding to the nine groups of simulated squeezed branch piles as ultimate bearing capacities of the nine groups of simulated squeezed branch piles, respectively, the ultimate bearing capacities being bearable weights of loadings;
step (4024), obtaining bearing capacities per unit volume of the nine groups of simulated squeezed branch piles according to the ultimate bearing capacities and volumes of the nine groups of simulated squeezed branch piles, and recording the bearing capacities per unit volume of the nine groups of simulated squeezed branch piles in the orthogonal design table, the bearing capacities per unit volume being bearable weights of loadings per unit volume; and
step (4025), obtaining the second design parameter based on the economic efficiencies and the bearing capacities per unit volume of the nine groups of simulated squeezed branch piles.
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