The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Oct. 04, 2022

Filed:

Nov. 01, 2021
Applicant:

Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, CN;

Inventors:

Lei Xue, Beijing, CN;

Chao Xu, Beijing, CN;

Yuan Cui, Beijing, CN;

Mengyang Zhai, Beijing, CN;

Fengchang Bu, Beijing, CN;

Haijun Zhao, Beijing, CN;

Songfeng Guo, Beijing, CN;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E02D 17/20 (2006.01); G06F 30/23 (2020.01); G06F 111/10 (2020.01); G06F 111/06 (2020.01); G06F 30/20 (2020.01);
U.S. Cl.
CPC ...
E02D 17/207 (2013.01); G06F 30/20 (2020.01); G06F 30/23 (2020.01); G06F 2111/06 (2020.01); G06F 2111/10 (2020.01);
Abstract

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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