Log in

Predicting the CPT-based pile set-up parameters using HHO-RF and WOA-RF hybrid models

  • Original Paper
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

Abstract

During the estimation of pile strength (\({R}_{t}\)), a parameter is utilized called pile set-up parameter (\(A\)). The value of this parameter was so controversial because it relates to many factors, such as the material of pile, the resistance of pile, type of pile, dimension of pile, and type of soil. So, develo** prediction models based on neural networks could solve this matter. Therefore, this study aimed to develop hybrid random forest (RF) models to predict the pile set-up parameter (\(A\)) from cone penetration test (CPT) for the design aim of the projects. To this goal, the essential hyperparameters of the RF model were tuned by applying the whale optimization algorithm (WOA) and Harris hawks optimization (HHO). The selected variables as input were average corrected cone tip resistance, average skin friction, and average overburden pressure. Results show that both models have acceptable performance in predicting the set-up parameter \(A\), with coefficient of determination (\({R}^{2}\)) larger than 0.8699, representing the admissible correlation between observed and predicted values. It is understandable that, in both the learning and validating phase, HHO-RF has better proficiency than the WOA-RF model, with \({R}^{2}\) and root mean square error (RMSE) equal to 0.9436 and 0.0307 for the training phase, and 0.8866 and 0.0371 for testing data, respectively. Moreover, by considering all performance accuracy criteria, the results demonstrate the ability of the HHO algorithm in determining the optimal value of RF hyperparameters than WOA.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15

Similar content being viewed by others

Availability of data and material

The data that support the findings of this study are available from the corresponding author, upon reasonable request.

Code availability

Not applicable.

References

  • Abdelsalam M, Diab HY, El-Bary AA (2021) A metaheuristic Harris hawk optimization approach for coordinated control of energy management in distributed generation based microgrids. Appl Sci 11:4085

    Article  Google Scholar 

  • Abu-Farsakh MY, Mojumder MAH (2020) Exploring artificial neural network to evaluate the undrained shear strength of soil from cone penetration test data. Transp Res Rec 2674:11–22

    Article  Google Scholar 

  • Adib A, Tabatabaee SH, Khademalrasoul A, Shoushtari MM (2020) Recognizing of the best different artificial intelligence method for determination of local scour depth around group piers in equilibrium time. Arab J Geosci 13:1–11

    Article  Google Scholar 

  • Ahmad MW, Mourshed M, Rezgui Y (2017) Trees vs neurons: comparison between random forest and ANN for high-resolution prediction of building energy consumption. Energy Build 147:77–89

    Article  Google Scholar 

  • Aljarah I, Faris H, Mirjalili S (2018) Optimizing connection weights in neural networks using the whale optimization algorithm. Soft Comput 22:1–15

    Article  Google Scholar 

  • Archer KJ, Kimes RV (2008) Empirical characterization of random forest variable importance measures. Comput Stat Data Anal 52:2249–2260

    Article  Google Scholar 

  • Ardalan H, Eslami A, Nariman-Zadeh N (2009) Piles shaft capacity from CPT and CPTu data by polynomial neural networks and genetic algorithms. Comput Geotech 36:616–625

    Article  Google Scholar 

  • Arjomand MA, Mostafaei Y, Kutanaei SS (2022) Modeling and sensitivity analysis of bearing capacity in driven piles using hybrid ANN–PSO algorithm. Arab J Geosci 15:1–10

    Article  Google Scholar 

  • Asheghi R, Hosseini SA, Saneie M, Shahri AA (2020) Updating the neural network sediment load models using different sensitivity analysis methods: a regional application. J Hydroinformatics 22:562–577

    Article  Google Scholar 

  • el Asri Y, Benaicha M, Zaher M, Hafidi Alaoui A Prediction of the compressive strength of self‐compacting concrete using artificial neural networks based on rheological parameters. Struct Concr

  • ASTM D2850–03 (2017) Standard test method for unconsolidated-undrained triaxial compression test on cohesive soils. https://doi.org/10.1520/D2850-03

  • ASTM D3441–16 (2018) Standard test method for mechanical cone penetration testing of soils. https://doi.org/10.1520/D3441-16

  • ASTM D422–63 (2017) Standard test method for particle-size analysis of soils. https://doi.org/10.1520/D0422-63R98

  • ASTM D4318–00 (2017) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. https://doi.org/10.1520/D4318-00

  • ASTM D4643–17 (2017) Standard test method for determination of water content of soil and rock by microwave oven heating. https://doi.org/10.1520/D4643-17

  • ASTM D7263–21 (2021) Standard test methods for laboratory determination of density and unit weight of soil specimens. https://doi.org/10.1520/D7263-21

  • Axelsson G (1998) Long-term set-up of driven piles in non-cohesive soils evaluated from dynamic tests on penetration rods. In: Geotechnical site characterization. pp 895–900

  • Bednarz JC (1988) Cooperative hunting Harris’ hawks (Parabuteo unicinctus). Science (80- ) 239:1525–1527

  • Benemaran RS, Esmaeili-Falak M (2020) Optimization of cost and mechanical properties of concrete with admixtures using MARS and PSO. Comput Concr 26:309–316. https://doi.org/10.12989/cac.2020.26.4.309

  • Biau G, Devroye L, Lugosi G (2008) Consistency of random forests and other averaging classifiers. J Mach Learn Res 9:

  • Bond AJ, Jardine RJ (1991) Effects of installing displacement piles in a high OCR clay. Geotechnique 41:341–363

    Article  Google Scholar 

  • Breiman L (2001) Random forests. Mach Learn 45:5–32. https://doi.org/10.1023/A:1010933404324

    Article  Google Scholar 

  • Bullock PJ (1999) Pile friction freeze: a field and laboratory study. University of Florida

  • Bullock PJ (2008) The easy button for driven pile setup: dynamic testing. From Res to Pract Geotech Eng 471–488

  • Camp WM III, Parmar HS (1999) Characterization of pile capacity with time in the Cooper Marl: study of applicability of a past approach to predict long-term pile capacity. Transp Res Rec 1663:16–24

    Article  Google Scholar 

  • Chen W, Wang Y, Cao G et al (2014) A random forest model based classification scheme for neonatal amplitude-integrated EEG. Biomed Eng Online 13:1–13

    Article  Google Scholar 

  • Chen W, **e X, Wang J et al (2017) A comparative study of logistic model tree, random forest, and classification and regression tree models for spatial prediction of landslide susceptibility. CATENA 151:147–160

    Article  Google Scholar 

  • Chow FC, Jardine RJ, Brucy F, Nauroy JF (1998) Effects of time on capacity of pipe piles in dense marine sand. J Geotech Geoenvironmental Eng 124:254–264

    Article  Google Scholar 

  • Cui C, Cui W, Liu S, Ma B (2021) An optimized neural network with a hybrid GA-ResNN training algorithm: applications in foundation pit. Arab J Geosci 14:1–12

    Article  Google Scholar 

  • El Haffar I, Blanc M, Thorel L (2020) Impact of pile roughness on shaft resistance in sand. Proc Inst Civ Eng Eng 173:81–91

    Article  Google Scholar 

  • Elias MB (2008) Numerical simulation of pile installation and setup

  • Esmaeili Falak M, Sarkhani Benemaran R, Seifi R (2020) Improvement of the mechanical and durability parameters of construction concrete of the Qotursuyi Spa. Concr Res 13:119–134. https://doi.org/10.22124/JCR.2020.14518.1395

  • Esmaeili-Falak M (2013) Two-dimensional finite element analysis of influence of plasticity on the seismic soil-micropiles-structure interaction. Tech J Eng Appl Sci 3:1301–1305

    Google Scholar 

  • Esmaeili-Falak M, Katebi H, Javadi A (2018) Experimental study of the mechanical behavior of frozen soils-a case study of tabriz subway. Period Polytech Civ Eng 62:117–125

    Google Scholar 

  • Esmaeili-Falak M, Katebi H, Vadiati M, Adamowski J (2019) Predicting triaxial compressive strength and Young’s modulus of frozen sand using artificial intelligence methods. J Cold Reg Eng 33:4019007. https://doi.org/10.1061/(ASCE)CR.1943-5495.0000188

    Article  Google Scholar 

  • Esmaeili-Falak M, Katebi H, Javadi AA (2020) Effect of freezing on stress–strain characteristics of granular and cohesive soils. J Cold Reg Eng 34:05020001. https://doi.org/10.1061/(ASCE)CR.1943-5495.0000205

    Article  Google Scholar 

  • Esmaeili-Falak M (2017) Effect of system’s geometry on the stability of frozen wall in excavation of saturated granular soils. Doctoral dissertation, University of Tabriz

  • Ghaderi A, Shahri AA, Larsson S (2019) An artificial neural network based model to predict spatial soil type distribution using piezocone penetration test data (CPTu). Bull Eng Geol Environ 78:4579–4588

    Article  Google Scholar 

  • Guo H, Zhou J, Koopialipoor M et al (2021) Deep neural network and whale optimization algorithm to assess flyrock induced by blasting. Eng Comput 37:173–186

    Article  Google Scholar 

  • Gupta T, Rao MC (2021) Prediction of compressive strength of geopolymer concrete using machine learning techniques. Struct Concr

  • Hammerstrom D (1993) Neural networks at work. IEEE Spectr 30:26–32

    Article  Google Scholar 

  • Haque MN, Abu-Farsakh MY, Chen Q, Zhang Z (2014) Case study on instrumenting and testing full-scale test piles for evaluating setup phenomenon. Transp Res Rec 2462:37–47

    Article  Google Scholar 

  • Haque MN (2015) Field instrumentation and testing to study set-up phenomenon of driven piles and its implementation in LRFD design methodology

  • Heidari AA, Mirjalili S, Faris H et al (2019) Harris hawks optimization: algorithm and applications. Futur Gener Comput Syst 97:849–872

    Article  Google Scholar 

  • Hoang N-D, Chen C-T, Liao K-W (2017) Prediction of chloride diffusion in cement mortar using Multi-Gene Genetic Programming and Multivariate Adaptive Regression Splines. Measurement 112:141–149. https://doi.org/10.1016/j.measurement.2017.08.031

    Article  Google Scholar 

  • Hong H, Pourghasemi HR, Pourtaghi ZS (2016) Landslide susceptibility assessment in Lianhua County (China): a comparison between a random forest data mining technique and bivariate and multivariate statistical models. Geomorphology 259:105–118

    Article  Google Scholar 

  • Hosseini SA, Abbaszadeh Shahri A, Asheghi R (2021) Prediction of bedload transport rate using a block combined network structure. Hydrol Sci J

  • Jiang S, Huang M, Fang T et al (2020) A new large step-tapered hollow pile and its bearing capacity. Proc Inst Civ Eng Eng 173:191–206

    Article  Google Scholar 

  • Kina C, Turk K, Tanyildizi H Deep learning and machine learning‐based prediction of capillary water absorption of hybrid fiber reinforced self‐compacting concrete. Struct Concr

  • Kina C, Turk K, Tanyildizi H Estimation of strengths of hybrid FR‐SCC by using deep‐learning and support vector regression models. Struct Concr

  • Komurka VE, Wagner AB, Edil TB (2003) Estimating soil/pile set-up. Citeseer

  • Lee W, Kim D, Salgado R, Zaheer M (2010) Setup of driven piles in layered soil. Soils Found 50:585–598

    Article  Google Scholar 

  • Lee J, Prezzi M, Salgado R (2011) Experimental investigation of the combined load response of model piles driven in sand. Geotech Test J 34:653–667

    Google Scholar 

  • Liaw A, Wiener M (2002) Classification and regression by randomForest. R News 2:18–22

    Google Scholar 

  • Liu B (2022) Evaluation of interface shear transfer strength of steel fiber‐reinforced concrete based on artificial neural network and regression method. Struct Concr

  • Looney CG (1996) Advances in feedforward neural networks: demystifying knowledge acquiring black boxes. IEEE Trans Knowl Data Eng 8:211–226

    Article  Google Scholar 

  • Maghsoodi V, Atermoghaddam F, Esmaeili-Falak M (2013) Parametric and two dimensional study of seismic behavior of micro pile group in sandy soil. Intl Res J Appl Basic Sci 6:901–909

    Google Scholar 

  • McVay MC, Schmertmann J, Townsend F, Bullock P (1999) Pile friction freeze: a field investigation study. Res Rep No WPI 0510632

  • Miao Y, Zuo P, Yin J et al (2019) An improved CPTu-based method to estimate jacked pile bearing capacity and its reliability assessment. KSCE J Civ Eng 23:3864–3874

    Article  Google Scholar 

  • Mirjalili S, Lewis A (2016) The whale optimization algorithm. Adv Eng Softw 95:51–67

    Article  Google Scholar 

  • Moayedi H, Mosavi A (2021) Synthesizing multi-layer perceptron network with ant lion biogeography-based dragonfly algorithm evolutionary strategy invasive weed and league champion optimization hybrid algorithms in predicting heating load in residential buildings. Sustainability 13:3198

    Article  Google Scholar 

  • Mohammad LN, Raghavendra A, Medeiros M, et al (2018) :: Louisiana Transportation Research Center :: Louisiana State Univ … 70808:

  • Mojumder MAH (2020) Evaluation of undrained shear strength of soil, ultimate pile capacity and pile set-up parameter from cone penetration test (CPT) using artificial neural network (ANN). LSU Master’s Theses. 5145.

  • Mola-Abasi H, Eslami A (2019) Prediction of drained soil shear strength parameters of marine deposit from CPTu data using GMDH-type neural network. Mar Georesources Geotechnol 37:180–189

    Article  Google Scholar 

  • Monjezi M, Dehghani H, Shakeri J, Mehrdanesh A (2021) Optimization of prediction of flyrock using linear multivariate regression (LMR) and gene expression programming (GEP)—Topal Novin mine. Iran Arab J Geosci 14:1–12

    Google Scholar 

  • Mosallanezhad M, Moayedi H (2017) Develo** hybrid artificial neural network model for predicting uplift resistance of screw piles. Arab J Geosci 10:1–10

    Article  Google Scholar 

  • Ng KW, Suleiman MT, Sritharan S (2013) Pile setup in cohesive soil. II: Analytical quantifications and design recommendations. J Geotech Geoenvironmental Eng 139:210–222

    Article  Google Scholar 

  • Nguyen MD, Pham BT, Ho LS, et al (2020) Soft-computing techniques for prediction of soils consolidation coefficient. Catena 195:104802

  • Nhu V-H, Hoang N-D, Duong V-B et al (2020) A hybrid computational intelligence approach for predicting soil shear strength for urban housing construction: a case study at Vinhomes Imperia project, Hai Phong city (Vietnam). Eng Comput 36:603–616

    Article  Google Scholar 

  • Paikowsky SG, Regan JE, McDonnell JJ (1994) A simplified field method for capacity evaluation of driven piles. Final report

  • Pham BT, Qi C, Ho LS et al (2020) A novel hybrid soft computing model using random forest and particle swarm optimization for estimation of undrained shear strength of soil. Sustainability 12:2218

    Article  Google Scholar 

  • Poorjafar A, Esmaeili-Falak M, Katebi H (2021) Pile-soil interaction determined by laterally loaded fixed head pile group. Geomech Eng 26:13–25. https://doi.org/10.12989/gae.2021.26.1.013

  • Qi C, Chen Q, Fourie A, Zhang Q (2018) An intelligent modelling framework for mechanical properties of cemented paste backfill. Miner Eng 123:16–27

    Article  Google Scholar 

  • Qin W, Wang L, Liu Y, Xu C (2021) Energy consumption estimation of the electric bus based on grey wolf optimization algorithm and support vector machine regression. Sustainability 13:4689

    Article  Google Scholar 

  • Raei B, Ahmadi A, Neyshaburi MR et al (2021) Comparative evaluation of the whale optimization algorithm and backpropagation for training neural networks to model soil wind erodibility. Arab J Geosci 14:1–19

    Article  Google Scholar 

  • Raja MNA, Shukla SK (2020) An extreme learning machine model for geosynthetic-reinforced sandy soil foundations. Proc Inst Civ Eng Eng 1–21

  • Reale C, Gavin K, Librić L, Jurić-Kaćunić D (2018) Automatic classification of fine-grained soils using CPT measurements and artificial neural networks. Adv Eng Informatics 36:207–215

    Article  Google Scholar 

  • Sarkhani Benemaran R (2017) Experimental and analytical study of pile-stabilized layered slopes. Civil engineering, Tabriz university, Tabriz, Thesis

    Google Scholar 

  • Sarkhani Benemaran R, Esmaeili-Falak M, Katebi H (2020) Physical and numerical modelling of pile-stabilised saturated layered slopes. Proc Inst Civ Eng Eng 1–16. https://doi.org/10.1680/jgeen.20.00152

  • Shahin MA, Maier HR, Jaksa MB (2004) Data division for develo** neural networks applied to geotechnical engineering. J Comput Civ Eng 18:105–114

    Article  Google Scholar 

  • Shahri AA, Larsson S, Renkel C (2020) Artificial intelligence models to generate visualized bedrock level: a case study in Sweden. Model Earth Syst Environ 6:1509–1528

    Article  Google Scholar 

  • Shahri AA, Shan C, Zäll E, Larsson S (2021) Spatial distribution modeling of subsurface bedrock using a developed automated intelligence deep learning procedure: a case study in Sweden. J Rock Mech Geotech Eng 13:1300–1310

    Article  Google Scholar 

  • Shahri AA, Spross J, Johansson F, Larsson S (2019) Landslide susceptibility hazard map in southwest Sweden using artificial neural network. Catena 183:104225

  • Shehabeldeen TA, Abd Elaziz M, Elsheikh AH, Zhou J (2019) Modeling of friction stir welding process using adaptive neuro-fuzzy inference system integrated with harris hawks optimizer. J Mater Res Technol 8:5882–5892

    Article  Google Scholar 

  • Shekhar S, Jha M (2022) Groundwater level prediction of Varanasi wells during pre-monsoon and post-monsoon using intelligence approach. Arab J Geosci 15:1–19

    Article  Google Scholar 

  • Shozib IA, Ahmad A, Rahaman MSA et al (2021) Modelling and optimization of microhardness of electroless Ni–P–TiO2 composite coating based on machine learning approaches and RSM. J Mater Res Technol 12:1010–1025

    Article  Google Scholar 

  • Skov R, Denver H (1988a) Time-dependence of bearing capacity of piles, 3rd Int. Conf. App. Stress Theory to Piles

  • Skov R, Denver H (1988b) Time-dependence of bearing capacity of piles. In: Proc. Third International Conference on the Application of Stress-Wave Theory to Piles. Ottawa. pp 25–27

  • Steward EJ, Wang X (2011) Predicting pile setup (freeze): a new approach considering soil aging and pore pressure dissipation. In: Geo-Frontiers 2011: Advances in Geotechnical Engineering. pp 11–19

  • Stone M (1974) Cross-validatory choice and assessment of statistical predictions. J R Stat Soc Ser B 36:111–133

    Google Scholar 

  • Stumpf A, Kerle N (2011) Object-oriented map** of landslides using random forests. Remote Sens Environ 115:2564–2577

    Article  Google Scholar 

  • Sun D, Wen H, Wang D, Xu J (2020) A random forest model of landslide susceptibility map** based on hyperparameter optimization using Bayes algorithm. Geomorphology 362:107201

  • Svinkin MR, Morgano CM, Morvant M (1994) Pile capacity as a function of time in clayey and sandy soils. In: Deep Foundations Institute Fifth International Conference and Exhibition on Piling and Deep Foundations. p 1

  • Trigila A, Iadanza C, Esposito C, Scarascia-Mugnozza G (2015) Comparison of logistic regression and random forests techniques for shallow landslide susceptibility assessment in Giampilieri (NE Sicily, Italy). Geomorphology 249:119–136

    Article  Google Scholar 

  • Wang H (2021) Effect of genetic algorithm in optimizing deep foundation pit supporting structure. Arab J Geosci 14:1–6

    Article  Google Scholar 

  • Wang J, Fa Y, Tian Y, Yu X (2021) A machine-learning approach to predict creep properties of Cr–Mo steel with time-temperature parameters. J Mater Res Technol 13:635–650

    Article  Google Scholar 

  • Wang S-T, Reese LC (1989) Predictions of response of piles to axial loading. In: Predicted and Observed Axial Behavior of Piles: Results of a Pile Prediction Symposium. ASCE, pp 173–187

  • Wu M, Congress SSC, Liu L et al (2021) Prediction of limit pressure and pressuremeter modulus using artificial neural network analysis based on CPTU data. Arab J Geosci 14:1–18

    Google Scholar 

  • **ao S (2021) Improved limit analysis method of piled slopes considering the pile axial forces. Proc Inst Civ Eng Eng 174:75–82

    Article  Google Scholar 

  • Yang C, Feng H, Esmaeili-Falak M (2022) Predicting the compressive strength of modified recycled aggregate concrete. Struct Concr. https://doi.org/10.1002/suco.202100681

  • Yu Z, Shi X, Zhou J et al (2020) Effective assessment of blast-induced ground vibration using an optimized random forest model based on a Harris hawks optimization algorithm. Appl Sci 10:1403

    Article  Google Scholar 

  • Yuan J, Zhao M, Esmaeili-Falak M (2022) A comparative study on predicting the rapid chloride permeability of self-compacting concrete using meta-heuristic algorithm and artificial intelligence techniques. Struct Concr. https://doi.org/10.1002/suco.202100682

    Article  Google Scholar 

  • Zhang P, Yin Z-Y, ** Y-F, Chan THT (2020) A novel hybrid surrogate intelligent model for creep index prediction based on particle swarm optimization and random forest. Eng Geol 265:105328

  • Zhang W, Lee D, Lee J, Lee C (2021) Residual strength of concrete subjected to fatigue based on machine learning technique. Struct Concr

  • Zhou J, Qiu Y, Armaghani DJ et al (2021) Predicting TBM penetration rate in hard rock condition: a comparative study among six XGB-based metaheuristic techniques. Geosci Front 12:101091. https://doi.org/10.1016/j.gsf.2020.09.020

    Article  Google Scholar 

  • Zhu W, Huang L, Mao L, Esmaeili-Falak M (2022) Predicting the uniaxial compressive strength of oil palm shell lightweight aggregate concrete using artificial intelligence-based algorithms. Struct Concr. https://doi.org/10.1002/suco.202100656

    Article  Google Scholar 

  • Zhuang Y, Cui X, Dai G et al (2021) An analytical method for a pile-stabilised slope considering soil anisotropy. Proc Inst Civ Eng Eng 174:252–262. https://doi.org/10.1680/jgeen.19.00108

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Contributions

Lijuan Duan, Miao Wu, and Qiong Wang contributed to the design and implementation of the research, to the analysis of the results, and to the writing of the manuscript.

Corresponding author

Correspondence to Qiong Wang.

Ethics declarations

Ethics approval

The manuscript in part or in full has not been submitted or published anywhere. The manuscript will not be submitted elsewhere until the editorial process is completed.

Consent to participate

All participants consent to participate of the present study.

Consent for publication

Patient or study participants consent for publication of their identifiable details.

Conflict of interest

The authors declare no competing interests.

Additional information

Responsible Editor: Zeynal Abiddin Erguler.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Duan, L., Wu, M. & Wang, Q. Predicting the CPT-based pile set-up parameters using HHO-RF and WOA-RF hybrid models. Arab J Geosci 15, 602 (2022). https://doi.org/10.1007/s12517-022-09843-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12517-022-09843-4

Keywords

Navigation