Forecasting the bearing capacity of the mixed soil using artificial neural network

被引:17
|
作者
Namdar, Abdoullah [1 ,2 ,3 ]
机构
[1] Huaiyin Inst Technol, Fac Architecture & Civil Engn, Huaian, Peoples R China
[2] Ton Duc Thang Univ, Dept Management Sci & Technol Dev, Ho Chi Minh City, Vietnam
[3] Ton Duc Thang Univ, Fac Environm & Labour Safety, Ho Chi Minh City, Vietnam
来源
FRATTURA ED INTEGRITA STRUTTURALE | 2020年 / Gruppo Italiano Frattura卷 / 53期
关键词
Bearing Capacity; Mechanical Properties; Artificial Neural Network; Mixed Soil; STRAIN-ENERGY DENSITY; FATIGUE-CRACK PROPAGATION; CALCIUM CARBIDE RESIDUE; PREDICTION; STRENGTH; FOUNDATION; FLY;
D O I
10.3221/IGF-ESIS.53.22
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The bearing capacity of soil changes owing to the mechanical properties of the soil and it influences the structural stability. In most of the geotechnical engineering projects, there are several soil mechanic experiments, that need interpretation before application. The mechanical properties of soil interaction make the prediction of soil bearing capacity complex. However, the enhancement of construction project safety needs the interpretation of soil experiments and design results for proper application in a geotechnical engineering project. In this study, artificial neural network is proposed for the evaluation of the mixed soil characteristics to forecast the safe bearing capacity of soil due to the mechanical properties of the soil interaction phenomenon. The results for prediction of the safe bearing capacity reveal that the R-2 and RMSE for all mechanical properties effects on safe bearing capacity are 0.98 and 0.02, these values can provide a suitable accuracy for the prediction of the safe bearing capacity of the mixed soil. The higher inaccuracy is obtained when only the influence of single mechanical property on the mixed soil is considered in the prediction of the safe bearing capacity. This study supports the enhancement of geotechnical engineering design quality through the prediction of safe bearing capacity from characterized mechanical properties of the soil.
引用
收藏
页码:285 / 294
页数:10
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