Soft Computing-Based Prediction of CBR Values

被引:9
作者
Alam, Sk Kamrul [1 ]
Shiuly, Amit [2 ]
机构
[1] OmDayal Grp Inst, Howrah 711316, W Bengal, India
[2] Jadavpur Univ, Civil Engn Dept, Kolkata 700032, W Bengal, India
基金
英国科研创新办公室;
关键词
California Bearing Ratio; Artificial neural network; Fuzzy inference system; Adaptive neuro-fuzzy inference system; Index properties of soil; ARTIFICIAL NEURAL-NETWORK; CALIFORNIA BEARING RATIO; FINE-GRAINED SOILS; REGRESSION RELATIONS; SURFACE-WAVE; BODY-WAVE; COMPACTION; STRENGTH; OPTIMIZATION; MODELS;
D O I
10.1007/s40098-023-00780-x
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
California Bearing Ratio method is an empirical method of design of flexible pavement developed by California Division of Highways, in 1928 for the design of Roadways, Railways and Airfield. In order to design a pavement by CBR method, the soaked CBR value of soil is evaluated which takes around 4 days or 96 h to complete the test process. The soaked CBR value is used to determine the total thickness of flexible pavement needed to cover the subgrade of the known CBR value. However, the determination of soaked CBR in the laboratory is time-consuming and requires skilled labour and supervision, prompting researchers to explore alternating approaches. Various machine learning methods including artificial neural network (ANN), deep neural networks (DNN) and gene expression programming (GEP) have been previously employed to predict CBR values. However, these methods come with inherent limitations such as sensitivity to hyper-parameters, limited flexibility, lack of interpretability and explainability which raise concerns in critical decision-making applications. In the present study, we have endeavoured to address the shortcomings observed in deep neural networks models and proposed an improved and efficient prediction model for California Bearing Ratio. Three distinct models have been developed using three different methodologies: a fuzzy inference system, an artificial neural network & an adaptive neuro-fuzzy inference system. To conduct the study, large datasets of 2000 Soil samples have been used which were tested under the scheme of Pradhan Mantri Gram Sadak Yojana (PMGSY). Out of the total data, 1501 datasets have been used for training, 499 datasets have been used for testing and for validation of the proposed model, datasets of 15nos soil samples have been used which were entirely separated from the datasets used for training and testing. Upon analysing the prediction results, we found that while ANN demonstrates commendable accuracy in predicting CBR values, the predictability of the manually developed FIS model falls short. Intriguingly, the ANFIS model surpasses both ANN and FIS in terms of predictive accuracy with an a-20 index of 0.83 and R values of 0.92. In Conclusion, our study suggests that the hybrid model of ANN and FIS (ANFIS) emerges as a promising approach for predicting CBR values, offering enhanced accuracy compared to traditional methods and other machine learning models.
引用
收藏
页码:474 / 488
页数:15
相关论文
共 80 条
[31]   Prediction of the Seismic Effect on Liquefaction Behavior of Fine-Grained Soils Using Artificial Intelligence-Based Hybridized Modeling [J].
Ghani, Sufyan ;
Kumari, Sunita ;
Ahmad, Shamsad .
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2022, 47 (04) :5411-5441
[32]   Liquefaction behavior of Indo-Gangetic region using novel metaheuristic optimization algorithms coupled with artificial neural network [J].
Ghani, Sufyan ;
Kumari, Sunita .
NATURAL HAZARDS, 2022, 111 (03) :2995-3029
[33]   A novel liquefaction study for fine-grained soil using PCA-based hybrid soft computing models [J].
Ghani, Sufyan ;
Kumari, Sunita ;
Bardhan, Abidhan .
SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES, 2021, 46 (03)
[34]   Prediction of UCS and CBR of microsilica-lime stabilized sulfate silty sand using ANN and EPR models; application to the deep soil mixing [J].
Ghorbani, Ali ;
Hasanzadehshooiili, Hadi .
SOILS AND FOUNDATIONS, 2018, 58 (01) :34-49
[35]   Prediction of California Bearing Ratio from Index Properties of Soils Using Parametric and Non-parametric Models [J].
Gonzalez Farias, Isabel ;
Araujo, William ;
Ruiz, Gaby .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2018, 36 (06) :3485-3498
[36]   Prediction of artificial soil's unconfined compression strength test using statistical analyses and artificial neural networks [J].
Gunaydin, Osman ;
Gokoglu, Ali ;
Fener, Mustafa .
ADVANCES IN ENGINEERING SOFTWARE, 2010, 41 (09) :1115-1123
[37]  
Gurtug Y, 2002, GEOTECHNIQUE, V52, P761
[38]  
Harini H., 2014, Int. J. Civ. Eng. Technol., V5, P119
[39]   Prediction of pile bearing capacity using artificial neural networks [J].
Lee, IM ;
Lee, JH .
COMPUTERS AND GEOTECHNICS, 1996, 18 (03) :189-200
[40]  
Islam M. R., 2020, Journal of Civil Engineering, Science and Technology, V11, P28, DOI [https://doi.org/10.33736/jcest.2035.2020, DOI 10.33736/JCEST.2035.2020]