A Scientometrics Review of Soil Properties Prediction Using Soft Computing Approaches

被引:16
作者
Khatti, Jitendra [1 ]
Grover, Kamaldeep Singh [1 ]
机构
[1] Rajasthan Tech Univ, Dept Civil Engn, Kota 324010, Rajasthan, India
关键词
UNCONFINED COMPRESSIVE STRENGTH; CALIFORNIA BEARING RATIO; ARTIFICIAL NEURAL-NETWORK; SUPPORT VECTOR MACHINE; FINE-GRAINED SOILS; ADAPTIVE REGRESSION SPLINE; SLOPE STABILITY ANALYSIS; MAXIMUM DRY DENSITY; COMPACTION CHARACTERISTICS; ELASTIC-MODULUS;
D O I
10.1007/s11831-023-10024-z
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this world, several types of soils are available with their different engineering properties. Determining each soil's engineering properties is difficult because the laboratory procedures are time-consuming. Therefore, several researchers have employed different soft computing techniques to assess soil properties. The soft computing approaches are classified into machine, hybrid, blended, and deep learning. The learning process of these approaches is sub-categorized as supervised, unsupervised, and reinforced learning. This review article presents the performance comparison of different soft computing approaches in predicting the compaction parameters, soaked CBR, unsoaked CBR, and unconfined compressive strength. Several researchers have reported comparisons of the several models and presented optimum performance models based on performance metrics. However, different training databases were utilized in the reported studies. Therefore, the optimum performance model/approach is questionable. In addition, it is well-recognized that the multicollinearity of the training database affects the performance and accuracy of the soft computing models, which has not been studied yet. Very few researchers have performed statistical tests to ensure the quality and quantity of the database. Nowadays, researchers are developing different hybrid approaches to assess soil properties, but the configuration of the hyperparameters is still unknown to obtain the best prediction. This review article introduces several ideas to geotechnical designers/ engineers to develop the optimum performance soft computing model for predicting soil properties. Also, this article will help scientists and researchers get new ideas for innovative research.
引用
收藏
页码:1519 / 1553
页数:35
相关论文
共 247 条
  • [31] Efficient computational techniques for predicting the California bearing ratio of soil in soaked conditions
    Bardhan, Abidhan
    Gokceoglu, Candan
    Burman, Avijit
    Samui, Pijush
    Asteris, Panagiotis G.
    [J]. ENGINEERING GEOLOGY, 2021, 291
  • [32] ELM-based adaptive neuro swarm intelligence techniques for predicting the California bearing ratio of soils in soaked conditions
    Bardhan, Abidhan
    Samui, Pijush
    Ghosh, Kuntal
    Gandomi, Amir H.
    Bhattacharyya, Siddhartha
    [J]. APPLIED SOFT COMPUTING, 2021, 110
  • [33] Bhatt S., 2014, Am. Int. J. Res. Sci., Technol., Eng. Math., V8, P156
  • [34] Application of Machine-Learning Algorithms for Predicting California Bearing Ratio of Soil
    Bherde, Vaishnavi
    Mallikarjunappa, Likhith Kudlur
    Baadiga, Ramu
    Balunaini, Umashankar
    [J]. JOURNAL OF TRANSPORTATION ENGINEERING PART B-PAVEMENTS, 2023, 149 (04)
  • [35] Black W.P. M., 1962, GEOTECHNIQUE, V12, P271, DOI [10.1680/geot.1962.12.4.271, DOI 10.1680/GEOT.1962.12.4.271]
  • [36] Bostrom N., 2014, SUPERINTELLIGENCE PA
  • [37] Bourouis el Amin M., 2017, LONG TERM BEHAV ENV, P331, DOI [10.3217/978-3-85125-564-5-046, DOI 10.3217/978-3-85125-564-5-046]
  • [38] Chakraborty A, 2021, GEOTECH ENG, V52, P57
  • [39] Chandrakar V., 2016, INT RES J ENG TECHNO, Vol, P772
  • [40] The use of index parameters to predict soil geotechnical properties
    Chenari, Reza Jamshidi
    Tizpa, Parichehr
    Rad, Mohammad Rasool Ghorbani
    Machado, Sandro Lemos
    Fard, Mehran Karimpour
    [J]. ARABIAN JOURNAL OF GEOSCIENCES, 2015, 8 (07) : 4907 - 4919