Optimal design method and system for slope reinforcement with anti-slide piles

US11459722B2 · US · B2

Patent metadata
FieldValue
Publication numberUS-11459722-B2
Application numberUS-202117515817-A
CountryUS
Kind codeB2
Filing dateNov 1, 2021
Priority dateDec 25, 2020
Publication dateOct 4, 2022
Grant dateOct 4, 2022

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Abstract

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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.

First claim

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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

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Classifications

  • E02D17/207Primary

    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

  • G06F30/13Primary

    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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What does patent US11459722B2 cover?
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…
Who is the assignee on this patent?
Inst Geology & Geophysics Cas
What technology area does this patent fall under?
Primary CPC classification E02D17/207. Mapped technology areas include Fixed Constructions.
When was this patent published?
Publication date Tue Oct 04 2022 00:00:00 GMT+0000 (Coordinated Universal Time) (B2). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 8 related publications on this page (citations in our corpus or others sharing the same primary CPC).