Skip to main content

2024 | OriginalPaper | Buchkapitel

Prediction of Soaked CBR Value of Sub-base Soil Using Artificial Intelligence Model

verfasst von : Ishwor Thapa, Sufyan Ghani

Erschienen in: Recent Advances in Civil Engineering for Sustainable Communities

Verlag: Springer Nature Singapore

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

The objective of the research is to develop a predictive model for evaluating the California bearing ratio (CBR) value of soaked soil by using conventional and hybrid artificial intelligence models. The study used field soil samples from a highway construction project area and gathered relevant input values based on literature recommendations and data analysis. The research aims to create reliable and simple predictive models employing artificial neural networks (ANNs) with regression analysis (RA) based on soil features such as gradation, Atterberg limits, and compaction qualities. A database comprising 197 CBR values from quality control reports of the Mid-Hill Road construction project in Nepal was compiled. The building of the model used around 70% of the data, while the validation of the model used about 30% of the data. Both RA and ANN were employed and evaluated for their prediction accuracy using the coefficient of determination (R2). The research mainly focuses on the importance of computational modeling in CBR value prediction and presents a comprehensive comparison between conventional and hybrid AI models. The findings bear significant implications for advancements in soil testing for sub-base soil applications.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat Othman K, Abdelwahab H (2023) The application of deep neural networks for the prediction of California Bearing Ratio of road subgrade soil. Ain Shams Engineering J 14:101988CrossRef Othman K, Abdelwahab H (2023) The application of deep neural networks for the prediction of California Bearing Ratio of road subgrade soil. Ain Shams Engineering J 14:101988CrossRef
2.
Zurück zum Zitat Koti Marg K, Puram R (2019) Guidelines for the design of flexible pavements Indian roads congress Koti Marg K, Puram R (2019) Guidelines for the design of flexible pavements Indian roads congress
3.
Zurück zum Zitat Bardhan A, Gokceoglu C, Burman A, Samui P, Asteris PG (2021) Efficient computational techniques for predicting the California bearing ratio of soil in soaked conditions. Eng Geol 291:106239CrossRef Bardhan A, Gokceoglu C, Burman A, Samui P, Asteris PG (2021) Efficient computational techniques for predicting the California bearing ratio of soil in soaked conditions. Eng Geol 291:106239CrossRef
4.
Zurück zum Zitat Kumar S, Singh D (2023) Prediction of UCS and CBR behavior of fiber-reinforced municipal solid waste incinerator bottom ash composites using experimental and machine learning methods. Constr Build Mater 367:130230CrossRef Kumar S, Singh D (2023) Prediction of UCS and CBR behavior of fiber-reinforced municipal solid waste incinerator bottom ash composites using experimental and machine learning methods. Constr Build Mater 367:130230CrossRef
5.
Zurück zum Zitat Kannan G, Sujatha ER (2021) Prediction of strength parameters of fibre reinforced soil using machine learning algorithms. In: Indian Geotechnical Conference, Springer Nature Singapore, Singapore (pp 43–54) Kannan G, Sujatha ER (2021) Prediction of strength parameters of fibre reinforced soil using machine learning algorithms. In: Indian Geotechnical Conference, Springer Nature Singapore, Singapore (pp 43–54)
6.
Zurück zum Zitat Ho LS, Tran VQ (2022) Machine learning approach for predicting and evaluating California bearing ratio of stabilized soil containing industrial waste. J Clean Prod 370:133587CrossRef Ho LS, Tran VQ (2022) Machine learning approach for predicting and evaluating California bearing ratio of stabilized soil containing industrial waste. J Clean Prod 370:133587CrossRef
7.
Zurück zum Zitat Ikeagwuani CC (2021) Estimation of modified expansive soil CBR with multi-variate adaptive regression splines, random forest and gradient boosting machine. Innov Infrastr Sol 6:199CrossRef Ikeagwuani CC (2021) Estimation of modified expansive soil CBR with multi-variate adaptive regression splines, random forest and gradient boosting machine. Innov Infrastr Sol 6:199CrossRef
8.
Zurück zum Zitat Hao S, Pabst T (2022) Prediction of CBR and resilient modulus of crushed waste rocks using machine learning models. Acta Geotech 17:1383–1402CrossRef Hao S, Pabst T (2022) Prediction of CBR and resilient modulus of crushed waste rocks using machine learning models. Acta Geotech 17:1383–1402CrossRef
9.
Zurück zum Zitat Adeli H (2001) Neural networks in civil engineering: 1989–2000. Comput Aided Civil Infrastr Eng 16:126–142CrossRef Adeli H (2001) Neural networks in civil engineering: 1989–2000. Comput Aided Civil Infrastr Eng 16:126–142CrossRef
11.
Zurück zum Zitat Ghani S, Kumari S (2021) Liquefaction study of fine-grained soil using computational model. Innov Infrastr Sol 6:58CrossRef Ghani S, Kumari S (2021) Liquefaction study of fine-grained soil using computational model. Innov Infrastr Sol 6:58CrossRef
13.
Zurück zum Zitat Kaya Z (2016) Predicting liquefaction-induced lateral spreading by using neural network and neuro-fuzzy techniques. Int J Geomech 16 Kaya Z (2016) Predicting liquefaction-induced lateral spreading by using neural network and neuro-fuzzy techniques. Int J Geomech 16
14.
Zurück zum Zitat Kumar M, Bardhan A, Samui P, Hu JW, Kaloop MR (2021) Reliability analysis of pile foundation using soft computing techniques: a comparative study. Processes 9:486CrossRef Kumar M, Bardhan A, Samui P, Hu JW, Kaloop MR (2021) Reliability analysis of pile foundation using soft computing techniques: a comparative study. Processes 9:486CrossRef
15.
Zurück zum Zitat Kutanaei SS, Choobbasti AJ (2019) Prediction of liquefaction potential of sandy soil around a submarine pipeline under earthquake loading. J Pipeline Syst Eng Pract 10 Kutanaei SS, Choobbasti AJ (2019) Prediction of liquefaction potential of sandy soil around a submarine pipeline under earthquake loading. J Pipeline Syst Eng Pract 10
16.
Zurück zum Zitat Mughieda O, Bani-Hani K, Safieh B (2009) Liquefaction assessment by artificial neural networks based on CPT. Int J Geotech Eng 3:289–302CrossRef Mughieda O, Bani-Hani K, Safieh B (2009) Liquefaction assessment by artificial neural networks based on CPT. Int J Geotech Eng 3:289–302CrossRef
17.
Zurück zum Zitat Sabbar AS, Chegenizadeh A, Nikraz H (2019) Prediction of liquefaction susceptibility of clean sandy soils using artificial intelligence techniques. Indian Geotech J 49:58–69CrossRef Sabbar AS, Chegenizadeh A, Nikraz H (2019) Prediction of liquefaction susceptibility of clean sandy soils using artificial intelligence techniques. Indian Geotech J 49:58–69CrossRef
18.
Zurück zum Zitat Samui P, Sitharam TG (2011) Machine learning modelling for predicting soil liquefaction susceptibility. Nat Haz Earth Syst Sci 11:1–9CrossRef Samui P, Sitharam TG (2011) Machine learning modelling for predicting soil liquefaction susceptibility. Nat Haz Earth Syst Sci 11:1–9CrossRef
19.
Zurück zum Zitat Alavi AH, Gandomi AH (2011) A robust data mining approach for formulation of geotechnical engineering systems. Eng Comput 28:242–274CrossRef Alavi AH, Gandomi AH (2011) A robust data mining approach for formulation of geotechnical engineering systems. Eng Comput 28:242–274CrossRef
Metadaten
Titel
Prediction of Soaked CBR Value of Sub-base Soil Using Artificial Intelligence Model
verfasst von
Ishwor Thapa
Sufyan Ghani
Copyright-Jahr
2024
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-97-0072-1_29