Indoor intelligent pile-supported embankment grouting simulation device and method
US-2026065797-A1 · Mar 5, 2026 · US
US11459722B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-11459722-B2 |
| Application number | US-202117515817-A |
| Country | US |
| Kind code | B2 |
| Filing date | Nov 1, 2021 |
| Priority date | Dec 25, 2020 |
| Publication date | Oct 4, 2022 |
| Grant date | Oct 4, 2022 |
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An optimal design method and system for slope reinforcement with anti-slide piles includes: modeling a slope type to obtain a three-dimensional (3D) slope numerical calculation model; establishing different numerical calculation models for anti-slide piles according to different reinforcement schemes of the anti-slide piles; determining optimization indexes through a coupling analysis of the 3D slope numerical calculation model and the anti-slide pile numerical calculation model; calculating a comprehensive optimization value according to the optimization index; determining an optimal anti-slide pile reinforcement scheme according to the comprehensive optimization value, and determining whether the optimal anti-slide pile reinforcement scheme meets the optimization objective; and carrying out slope reinforcement according to the optimal anti-slide pile reinforcement scheme if yes. A multi-objective comprehensive optimization model including an optimization index system and comprehensive weights of optimization indexes is established.
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What is claimed is: 1. An optimal design method for slope reinforcement with anti-slide piles, comprising the steps of: determining a slope type of a slope to be reinforced with anti-slide piles and an optimization objective; modeling the slope based on the slope type to obtain a three-dimensional (3D) slope numerical calculation model; establishing different numerical calculation models for anti-slide piles according to different reinforcement schemes of the anti-slide piles, each reinforcement scheme comprising pile body parameters, pile locations, pile section parameters, pile lengths, and pile spacings; determining optimization indexes through a coupling analysis of the 3D slope numerical calculation model and the anti-slide pile numerical calculation model, the optimization indexes comprising a factor of safety, a bending moment, a shear force and a deflection of the anti-slide piles, the factor of safety being a positive index, which is normalized as follows: r ( i , j ) = α + β · e a ( i , j ) - a ( i , j ) max a ( i , j ) max - a ( i , j ) min the bending moment, the shear force, and the deflection of the anti-slide piles being negative indexes, which are normalized as follows: r ( i , j ) = α + β · e a ( i , j ) min - a ( i , j ) a ( i , j ) max - a ( i , j ) min a (i, j)min and a (i, j)max respectively representing a minimum value and a maximum value of an i-th optimization index in a j-th anti-slide pile reinforcement scheme; r (i, j) represents an optimization index value after normalization, that is, the relative membership degree; α and β are constants, which satisfy α+β=100; calculating a comprehensive optimization value according to the optimization index; determining an optimal anti-slide pile reinforcement scheme according to the comprehensive optimization value, and determining whether the optimal anti-slide pile reinforcement scheme meets the optimization objective; preparing corresponding piles according to the pile body parameters, the pile section parameters, and the pile lengths in the optimal anti-slide pile reinforcement scheme and driving the corresponding piles into the slope according to the pile locations a
with means incorporating sheet piles or piles · CPC title
Multi-objective optimisation, e.g. Pareto optimisation using simulated annealing [SA], ant colony algorithms or genetic algorithms [GA] · CPC title
Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads · CPC title
using finite element methods [FEM] or finite difference methods [FDM] · CPC title
Numerical modelling · CPC title
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