Evaluation of slope stability based on case-based reasoning integrated with neural network

LIU Mu-yu; FENG Xia-ting

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Evaluation of slope stability based on case-based reasoning integrated with neural network

更新时间：2026-06-25

- Evaluation of slope stability based on case-based reasoning integrated with neural network
- Vol. 26, Issue 2期　刊出日, (2005)
- 作者机构：
  
  中国科学院武汉岩土力学研究所,湖北,武汉,430071
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU457
- Online First：19 November 2013，
  
  Published：2005
- 稿件说明：
移动端阅览
LIU Mu-yu, FENG Xia-ting. Evaluation of slope stability based on case-based reasoning integrated with neural network[J]. 2005, 26(2期　刊出日).
DOI：

LIU Mu-yu, FENG Xia-ting. Evaluation of slope stability based on case-based reasoning integrated with neural network[J]. 2005, 26(2期　刊出日). DOI：

摘要

提出了基于神经网络范例推理的边坡稳定性评价方法。针对边坡的稳定性影响因素的复杂多变性和相当强的不确定性，建立了基于神经网络的边坡范例检索模型。运用神经网络强大的自适应、自组织、自学习的能力以及高度的非线性映射性、泛化性和容错性的特点，通过边坡范例的神经网络学习，建立了当前边坡和边坡范例之间相似性计算关系，最终实现了当前边坡的稳定性评价。对于8个验证边坡范例，模型的预测准确性达到了100 %，范例中的160组数据的相关性也达到了 0.981 5，表明建立的模型具有很高的预测准确性，模型的泛化能力很强。

Abstract

An evaluation approach to slope stability based on case-based reasoning integrated with neural network is presented. And in view of the complex and uncertainty of the information of slope stability evaluation

a model indexing slope base case with neural network is set up. In this model

the relationship of similarity between the slope base cases is established by the neural network through training based on case-based reasoning; and the most similar base case to the slope target case in the base cases of slope is found out. Finally

the slope stability of target case is evaluated. It is shown from examples that the result of stability evaluation of the slope is the same as the its practical state; and the approach is simple

practical

and convenient to use.

关键词

Keywords

references

Views

1522

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Artificial rainfall tests on a well-instrumented soil-rock-mixture slope

Stability analysis of unsaturated soil slopes reinforced with retaining wall

The extended Monte Carlo techniques by rotating slip segments for searching general critical slip surface（Ⅱ）：Constant angle of rotation

Geometrically mechanical characters of soil arch between two adjacent laterally loaded piles and determination of suitable pile spacing

Design of prestressed-cable sommer for slope - reinforcing engineering

Related Author

ZHOU Zhong

FU He-lin

LIU Bao-chen

TAN Han-hua

LONG Wan-xue

LI Rong-Jian

YU Yu-Zhen

DENG Li-Jun

Related Institution

Guizhou Provincial Institute of Planning, Prospecting and Designing of Communications Infrastructures

School of Civil and Architectural Engineering, Central South University

State Key Laboratory of Hydroscience and Engineering, Department of Hydraulic and Hydropower Engineering, Tsinghua University

Institute of Geotechnical Engineering, Tsinghua University

School of Civil Engineering, Southwest Jiaotong University

AI问答

⁰