Abstract
Shallow foundations are typically the first option for the foundation engineer due to its lesser construction costs, unless they are deemed inadequate. Determining the bearing capacity of a strip footing under eccentrically inclined loading is crucial in designing foundations. In the design of shallow foundation, machine learning (ML) models have been broadly used to predict the reduction factor (the ratio of ultimate bearing capacity of strip footing under an eccentrically inclined load to the ultimate bearing capacity of strip footing under a centric vertical load) for strip footing resting over granular soil subjected to eccentrically inclined load. Convolutional neural networks (CNN), recurrent neural networks (RNN), and long short-term memory (LSTM) are utilized in this study to predict reduction factor (RF), which will be used to calculate the ultimate bearing capacity of an eccentrically inclined loaded strip footing. By taking into account three crucial inputs (e/B, α/φ and D/B) for predicting reduction factor, these three ML models are applied to 140 datasets. Various performance parameters (R2, VAF, WI, LMI, RMSE, EAE, MAE and U95) are used to evaluate how well the established ML models are being used. Using performance parameters, the results reveal that CNN had the best predictive performance among all three proposed ML models, with the highest value of coefficient of determination (R2) = 0.998 and the lowest value of root mean square error (RMSE) = 0.009 in the training phase and R2 = 0.996 and RMSE = 0.016 in the testing phase. Additionally, rank analysis, regression curve, error matrix, objective function criterion, Akaike information criterion, and performance strength criterion are used to analyze the model’s performance. Seven second-order reliability method (SORM) formulas are used to compute the probability of failure and reliability index and are compared with the failure probability and reliability index computed by first-order reliability method (FORM). An uncertainty study is performed to check the proposed ML models are capable of accurately predicting the outcomes and to evaluate the model’s robustness, external validation is performed. A sensitivity study is also performed to determine the influence of each input parameters on the output. The research finding have a big impact on geotechnical engineering and give academics and engineers new knowledge about how CNN models can be used to determine bearing capacity of strip footings under inclined loading.
Similar content being viewed by others
Data availability
Data presented in the paper are available with authors.
Abbreviations
- ML :
-
Machine learning
- CNN :
-
Convolutional neural network
- RNN :
-
Recurrent neural network
- LSTM :
-
Long short-term memory
- GMDH :
-
Group method of data handling
- RF :
-
Reduction factor
- e :
-
Load eccentricity
- D :
-
Depth of footing
- φ :
-
Angle of shearing resistance
- α :
-
Load inclination
- B :
-
Width of footing
- e/B :
-
Eccentricity ratio
- D/B :
-
Embedment ratio
- α/ φ :
-
Inclination ratio
- FORM :
-
First-order reliability method
- SORM :
-
Second-order reliability method
- BC :
-
Bearing capacity
- R 2 :
-
Coefficient of determination
- R :
-
Coefficient of correlation
- VAF :
-
Variance account factor
- WI :
-
Willmott’s index of agreement
- LMI :
-
Legate and McCabe’s index
- RMSE :
-
Root mean square error
- EAE :
-
Maximum absolute error
- MAE :
-
Mean absolute error
- U 95 :
-
Expanded uncertainty
- MSE :
-
Mean squared error
- E :
-
Coefficient of efficiency
- PI :
-
Performance index
- TMP :
-
Trend measuring parameters
- EMP :
-
Error measuring parameters
- TR :
-
Training
- TS :
-
Testing
- β :
-
Reliability index
- P f :
-
Probability of failure
- ANFIS :
-
Adaptive neuro fuzzy inference system
- FIS :
-
Fuzzy inference system
- ANN :
-
Artificial neural network
- PSO :
-
Particle swarm optimization
- GOA :
-
Grasshopper optimization algorithm
- SSA :
-
Salp swarm algorithm
- ACO :
-
Ant colony optimization
- LCA :
-
League champion optimization
- WOA :
-
Whale optimization algorithm
- MFO :
-
Moth-flame optimization
- OBJ :
-
Objective function criterion
- AIC :
-
Akaike information criterion
- PSC :
-
Performance strength criterion
- SD :
-
Standard deviation
- ME :
-
Mean error
- MOE :
-
Margin of error
- UBW :
-
Uncertainty band width
- LB :
-
Lower bound
- UB :
-
Upper bound
- \({\mathrm{\upepsilon }}_{S}\) :
-
Standard error
- AME :
-
Absolute mean error
- SOR :
-
Strength of relation
- MBE :
-
Mean bias error
- GPR :
-
Gaussian process regression
- MCS :
-
Monte Carlo simulation
- UBC :
-
Ultimate bearing capacity
- ELM :
-
Extreme learning machine
- MPMR :
-
Minimax probability machine regression
- MLR :
-
Multiple linear regression
- CV :
-
Cross validation
- SVM :
-
Support vector machine
- RVM :
-
Relevance vector machine
- MARS :
-
Multivariate adaptive regression splines
- KNN :
-
K-nearest neighbor
- XGBoost :
-
Extreme gradient boosting
- DT :
-
Decision tree
References
Abdi A, Abbeche K, Mazouz B et al (2019) Bearing capacity of an eccentrically loaded strip footing on reinforced sand slope. Soil Mech Found Eng 56:232–238. https://doi.org/10.1007/s11204-019-09596-5
Acharya M, Acharya IP (2019) Reliability analysis of bearing capacity of shallow foundation on c-φ soil. J Adv Coll Eng Manag 5:71–78. https://doi.org/10.3126/jacem.v5i0.26690
Acharyya R (2019) Finite element investigation and ANN-based prediction of the bearing capacity of strip footings resting on sloping. Int J Geo-Eng 10(1):1–19. https://doi.org/10.1186/s40703-019-0100-z
Ahmad M, Ahmad F, Wroblewski P, Al-Mansob RA, Olczak P, Kaminski P, Safdar M, Rai P (2021) Prediction of bearing capacity of shallow foundation on cohesionless soils: a Gaussian process regression approach. Appl Sci 11:10317. https://doi.org/10.3390/app112110317
Akaike H (1998) Information theory and an extension of the maximum likelihood principle. In: Parzen E, Tanabe K, Kitagawa G (eds) Selected papers of Hirotugu Akaike Springer series in statistics (Perspectives in Statistics). Springer New York, New York, NY, pp 199–213
Alzabeebee S, Alshkane YMA, Keawsawasvong S (2023) New model to predict bearing capacity of shallow foundations resting on cohesionless soil. Geotech Geol Eng. https://doi.org/10.1007/s10706-023-02472-y
Ayaz M, Chourasiya S, Danish M (2024) Performance analysis of different ANN modelling techniques in discharge prediction of circular side orifice. Model Earth Syst Environ 10:273–283. https://doi.org/10.1007/s40808-023-01766-7
Behera RN, Patra CR (2018) Ultimate bearing capacity prediction of eccentrically inclined loaded strip footings. Geotech Geol Eng 36(5):3029–3080. https://doi.org/10.1007/S10706-018-0521-Z/METRICS
Behera RN, Patra CR, Sivakugan N, Das BM (2013) Prediction of ultimate bearing capacity of eccentrically inclined loaded strip footing by ANN: part II. Int J Geotech Eng 7(2):165–172
Bendriss F, Harichane Z (2018) Reliability analysis of bearing capacity of shallow foundations. Conference: 1st Conference of the Arabian Journal of Geosciences At: 12-15 November 2018 Hammamet Tunis
Breitung K (1984) Asymptotic approximations for multinormal integrals. J Eng Mech (ASCE) 110(3):357–366
Cai GQ, Elishakoff I (1994) Refined second-order reliability analysis. Struct Saf (Elsevier) 14(4):267–276
Cheng H, Zhang H, Liu Z, Wu Y (2023) Prediction of undrained bearing capacity of skirted foundation in spatially variable soils based on convolutional neural network. Appl Sci 13(11):6624. https://doi.org/10.3390/app13116624
Dutta RK, Khatri V, Gnananandarao T, Khatri VN (2019) Application of soft computing techniques in predicting the ultimate bearing capacity of strip footing subjected to eccentric inclined load and resting on sand. J Soft Comput Civil Eng 1(1):9–28. https://doi.org/10.22115/SCCE.2019.144535.1088
Elman JL (1990) Finding structure in time. Cogn Sci 14:179–211
Gandomi AH, Alavi AH, Sahab MG, Arjmandi P (2010) Formulation of elastic modulus of concrete using linear genetic programming. J Mech Sci Technol 24:1273–1278
Golbraikh A, Tropsha A (2002) Beware of Q2. J Mol Graph Model 20:269–276
Halder K, Chakrobarty D (2020) Effect of inclined and eccentric loading on the bearing capacity of strip footing placed on the reinforced soil. Soils Found 60(4):791–799. https://doi.org/10.1016/j.sandf.2020.04.006
Hataf N, Beygi M (2023) Seismic bearing capacity of strip footing placed on sand layer over Hoek–Brown media using finite element limit analysis and machine learning approach. Transp Infrastruct Geotech .https://doi.org/10.1007/s40515-023-00288-0
Hinton GE, Osindero S, Teh YW (2006) A fast learning algorithm for deep belief nets. Neural Comput 18:1527–1554
Hochreiter S, Schmidhubur J (1997) Long short-term memory. Neural Comput 9(8):1735–1780
Hohenbichler M, Rackwitz R (1988) Improvement of second-order estimates by importance sampling. J Eng Mech (ASCE) 114(12):2195–2199
Hong HP (1999) Simple approximations for improving second-order reliability estimates. J Eng Mech (ASCE) 125(5):592–595
Javdanian H (2017) Assessment of shear stiffness ratio of cohesionless soils using neural modeling. Model Earth Syst Environ 3:1045–1053. https://doi.org/10.1007/s40808-017-0351-7
Jitchaijaroen W, Keawsawasvong S, Wipulanusat W, Kumar DR, Jamsawang P, Sunkpho J (2024) Machine learning approaches for stability prediction of rectangular tunnels in natural clays based on MLP and RBF neural networks. Intell Syst Appl 21:200329. https://doi.org/10.1016/j.iswa.2024.200329
Kalinli A, Acar MC, Gunduz Z (2011) New approaches to determine the ultimate bearing capacity of shallow foundations based on artificial neural networks and ant colony optimization. Eng Geol 117:29–38. https://doi.org/10.1016/j.enggeo.2010.10.002
Khaleel F, Hameed MM, Khaleel DM, AlOmar MK (2022) Applying an efficient AI approach for the prediction of bearing capacity of shallow foundations. In: Liatsis P, Hussain A, Mostafa SA, Al-Jumeily D (eds) emerging technology trends in internet of things and computing. TIOTC 2021. Communications in Computer and Information Science 1548. https://doi.org/10.1007/978-3-030-97255-4_23
Kohestani VR, Hassanlourad M, Bazargan-Lari MR (2016) Prediction the ultimate bearing capacity of shallow foundations on the cohesionless soils using M5P model tree. J Civil Eng Ed 27(2):99–109
Koyluoglu HU, Nielsen SRK (1994) New approximations for SORM integrals. Struct Saf (Elsevier) 13(4):235–246
Krabbenhoft S, Damkilde L, Krabbenhoft K (2014) Bearing capacity of strip footings in cohesionless soil subject to eccentric and inclined loads. Int J Geomech 14(3):04014003. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000332
Kumar DR, Samui P, Wipulanusat W et al (2023a) Machine learning approaches for prediction of the bearing capacity of ring foundations on rock masses. Earth Sci Inform 16:4153–4168. https://doi.org/10.1007/s12145-023-01152-y
Kumar M, Fathima NZ, Kumar DR (2024a) A Novel XGBoost and RF-based metaheuristic models for concrete compression strength. In: Gencel O, Balasubramanian M, Palanisamy T. (eds) sustainable innovations in construction management. ICC IDEA 2023. Lecture Notes in Civil Engineering, vol 388. Springer, Singapore. https://doi.org/10.1007/978-981-99-6233-4_45
Kumar DR, Wipulanusat W, Kumar M, Keawsawasvong S, Samui P (2024b) Optimized neural network-based state-of-the-art soft computing models for the bearing capacity of strip footings subjected to inclined loading. Intell Syst Appl 21:200314. https://doi.org/10.1016/j.iswa.2023.200314
Kumar R, Kumar A, Kumar DR (2023b) Buckling response of CNT based hybrid FG plates using finite element method and machine learning method. Compos Struct 319:117204. https://doi.org/10.1016/j.compstruct.2023.117204
Lawal AI, Kwon S (2023) Development of mathematically motivated hybrid soft computing models for improved predictions of ultimate bearing capacity of shallow foundations. J Rock Mech Geotech Eng 15(3):747–759. https://doi.org/10.1016/j.jrmge.2022.04.005
Luo N, Bathurst R (2017) Reliability bearing capacity analysis of footings on cohesive soil slopes using RFEM. Comput Geotech 89:203–212. https://doi.org/10.1016/j.compgeo.2017.04.013
Marto A, Hajihassani M, Momeni E (2014) Bearing capacity of shallow foundation’s prediction through hybrid artificial neural networks. Appl Mech Mater 567:681–686
Mathurin ZG, Casimir G, Kisito TP (2022) Prediction of the compressive strength of concrete made with soap factory wastewater using machine learning. Model Earth Syst Environ 8:5625–5638. https://doi.org/10.1007/s40808-022-01445-z
Meyerhof GG (1951) The ultimate bearing capacity of foundations. Geotechnique 2:301
Meyerhof GG (1963) Some recent research on the bearing capacity of foundations. Can Geotech J 1(1):16–26
Moayedi H, Bui DT, Ngo PTT (2019a) Neural computing improvement using four metaheuristic optimizers in bearing capacity analysis of footings settled on two-layer soils. Appl Sci 9(23):5264. https://doi.org/10.3390/app9235264
Moayedi H, Moatamediyan A, Nguyen H, Bui XN, Bui DT, Rashid ASA (2019b) Prediction of ultimate bearing capacity through various novel evolutionary and neural network models. Eng Comput 36:671–687
Moayedi H, Rezaei A (2021) The feasibility of PSO–ANFIS in estimating bearing capacity of strip foundations rested on cohesionless slope. Neural Comput Applic 33:4165–4177. https://doi.org/10.1007/s00521-020-05231-9
Padmini D, Ilamparuthi K, Sudheer KP (2008) Ultimate bearing capacity prediction of shallow foundations on cohesionless soils using neurofuzzy models. Comput Geotech 35(1):33–46. https://doi.org/10.1016/j.compgeo.2007.03.001
Panwar V, Dutta RK (2022) Application of machine learning technique in predicting the bearing capacity of rectangular footing on layered sand under inclined loading. J Soft Comput Civil Eng. https://doi.org/10.22115/SCCE.2022.343236.1445
Rao P, Liu Y, Cui J (2015) Bearing capacity of strip footings on two-layered clay under combined loading. Comput Geotech 69:210–218. https://doi.org/10.1016/j.compgeo.2015.05.018
Ray R, Choudhary SS, Roy LB (2022) Reliability analysis of soil slope stability using MARS, GPR and FN soft computing techniques. Model Earth Syst Environ 8:2347–2357. https://doi.org/10.1007/s40808-021-01238-w
Roy N, Shree K (2023) Machine learning prediction tool for seismic bearing capacity of strip footings in rock mass. Transp Infrastruct Geotech. https://doi.org/10.1007/s40515-023-00312-3
Sahu R, Patra CR, Sivakugan N, Das BM (2017) Use of ANN and Neuro Fuzzy Model to predict bearing capacity factor of strip footing resting on reinforced sand and subjected to inclined loading. Int J Geosynth Ground Eng 3(3):1–15. https://link.springer.com/article/10.1007/s40891-017-0102-x
Tan M, Vanapalli SK (2023) Failure envelops for foundation subjected to inclined and eccentric loading considering steady state and transient flow conditions in unsaturated soils. Comput Geotech. https://doi.org/10.1016/j.compgeo.2023.105315
Tran DT, Onjaipurn T, Kumar DR et al (2024) An eXtreme Gradient Boosting prediction of uplift capacity factors for 3D rectangular anchors in natural clays. Earth Sci Inform. https://doi.org/10.1007/s12145-024-01269-8
Tsai HC, Tyan YY, Wu YW, Lin YH (2013) Determining ultimate bearing capacity of shallow foundations using a genetic programing system. Neural Comput Appl 23(7–8):2073–2084. https://doi.org/10.1007/s00521-012-1150-8
Tvedt L (1983) Two second–order approximations to the failure probability. Veritas Report RDIV/20–004–83 Det norske Veritas Oslo Norway
Van CN, Keawsawasvong S, Dang KN, Lai VK (2022) Machine learning regression approach for analysis of bearing capacity of conical foundations in heterogenous and anisotropic clays. Neural Comput Applic 35(1813). https://doi.org/10.1007/s00521-022-07893-z
Wang Y, Sun Y, Liu Z, Sarma SE, Bronstein MM, Solomon JM (2019) Dynamic graph CNN for learning on point clouds. ACM Trans Graph 38:1–12
Zeini HA, Lwti N, Imran H, Henedy SN, Bernardo L, Al-Khafaji Z (2023) Prediction of the bearing capacity of composite grounds made of geogrid-reinforced sand over encased stone columns floating in soft soil using a White-box machine learning model. Appl Sci 13(8):5131. https://doi.org/10.3390/app13085131
Zema DA, Parhizkar M, Plaza-Alvarez PA et al (2024) Using random forest and multiple-regression models to predict changes in surface runoff and soil erosion after prescribed fire. Model Earth Syst Environ 10:1215–1228. https://doi.org/10.1007/s40808-023-01838-8
Zeroual A, Fourar A, Merrouchi F et al (2022) Modeling and prediction of earthquake-related settlement in embankment dams using non-linear tools. Model Earth Syst Environ 8:1949–1962. https://doi.org/10.1007/s40808-021-01201-9
Zhang H, Zhou J, Armaghani DJ, Tahir M, Pham BT, Huynh VV (2020) A combination of feature selection and random forest techniques to solve a problem related to blast induced ground vibration. Appl Sci 10(3):869
Zhang R, Xue X (2022) Determining ultimate bearing capacity of shallow foundations by using multi expression programming (MEP). Eng Appl Artif Intell 115(332):105255. https://doi.org/10.1016/j.engappai.2022.105255
Funding
No funding was received for conducting this study.
Author information
Authors and Affiliations
Contributions
Rashid Mustafa: Conceptualization, Data curation, Formal analysis, Investigation, Methodology, Software, Validation, Visualization, Writing-original draft, Writing-review & editing; Pijush Samui: Supervision, Validation; Sunita Kumari: Supervision; Danial Jahed Armaghani: Supervision.
Corresponding author
Ethics declarations
Ethics approval and consent to participate
Not applicable.
Consent for publication
Not applicable.
Competing interests
The authors declare no competing interests.
Conflict of interest
The authors have no conflicts of interest to declare that are relevant to the content of this article.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Mustafa, R., Samui, P., Kumari, S. et al. Appraisal of numerous machine learning techniques for the prediction of bearing capacity of strip footings subjected to inclined loading. Model. Earth Syst. Environ. (2024). https://doi.org/10.1007/s40808-024-02008-0
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s40808-024-02008-0