Mechanical Parameter Analysis of Rock Material via PLSR Model

被引:2
作者
Liu Zao-bao [1 ]
Xu Wei-ya [2 ]
Xu Fei [3 ]
Wang Lin-wei [2 ]
机构
[1] Hohai Univ, Box 203,1 Xikang Rd, Nanjing, Jiangsu, Peoples R China
[2] Hohai Univ, Geotech Res Ctr, Nanjing, Jiangsu, Peoples R China
[3] Hainan Highway Survey & Design Inst, Haikou, Peoples R China
来源
MATERIALS, MECHATRONICS AND AUTOMATION, PTS 1-3 | 2011年 / 467-469卷
基金
中国国家自然科学基金;
关键词
Rock material; mechanical behavior; partial least square regression (PLSR); compressibility coefficients;
D O I
10.4028/www.scientific.net/KEM.467-469.1826
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Mechanical parameter analysis is a complicated issue since it is influenced by many factors. Closely related with the influencing factors of compressibility coefficients of rock material (sandstone), this article first introduces the way to process partial least square regression (PLSR) analysis. The process of carrying out PLSR is divided into six steps as for analysis and prediction of the regression model, which are data preparation, principle collection, regression model for first principle component, secondary principle analysis, establishment of final regression model and number determination of principal component l. And then introduces PLSR for application of analysis and prediction of compressibility coefficients with 30 experiment samples. Seven prediction samples are carried out by PLSR with the training process of 30 samples. The result shows PLSR has good accuracy in prediction under the condition that the model is properly deprived based on certain experimental samples. Finally, some conclusions are made for further study on both mechanical parameters and partial least square regression method.
引用
收藏
页码:1826 / +
页数:2
相关论文
共 3 条
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