{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,14]],"date-time":"2026-04-14T07:49:21Z","timestamp":1776152961861,"version":"3.50.1"},"reference-count":62,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2026,6,1]],"date-time":"2026-06-01T00:00:00Z","timestamp":1780272000000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2026,6,1]],"date-time":"2026-06-01T00:00:00Z","timestamp":1780272000000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/legal\/tdmrep-license"},{"start":{"date-parts":[[2026,6,1]],"date-time":"2026-06-01T00:00:00Z","timestamp":1780272000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-017"},{"start":{"date-parts":[[2026,6,1]],"date-time":"2026-06-01T00:00:00Z","timestamp":1780272000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-037"},{"start":{"date-parts":[[2026,6,1]],"date-time":"2026-06-01T00:00:00Z","timestamp":1780272000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-012"},{"start":{"date-parts":[[2026,6,1]],"date-time":"2026-06-01T00:00:00Z","timestamp":1780272000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-029"},{"start":{"date-parts":[[2026,6,1]],"date-time":"2026-06-01T00:00:00Z","timestamp":1780272000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-004"}],"funder":[{"DOI":"10.13039\/501100010814","name":"Anhui Province Department of Education","doi-asserted-by":"publisher","award":["2024AH051152"],"award-info":[{"award-number":["2024AH051152"]}],"id":[{"id":"10.13039\/501100010814","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100016342","name":"Nanjing Vocational Institute of Transport Technology","doi-asserted-by":"publisher","award":["JG2505"],"award-info":[{"award-number":["JG2505"]}],"id":[{"id":"10.13039\/501100016342","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100016342","name":"Nanjing Vocational Institute of Transport Technology","doi-asserted-by":"publisher","award":["2025GRFX001"],"award-info":[{"award-number":["2025GRFX001"]}],"id":[{"id":"10.13039\/501100016342","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100008868","name":"Jiangsu Province Department of Science and Technology","doi-asserted-by":"publisher","id":[{"id":"10.13039\/501100008868","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Engineering Applications of Artificial Intelligence"],"published-print":{"date-parts":[[2026,6]]},"DOI":"10.1016\/j.engappai.2026.114520","type":"journal-article","created":{"date-parts":[[2026,3,19]],"date-time":"2026-03-19T20:05:06Z","timestamp":1773950706000},"page":"114520","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":0,"special_numbering":"C","title":["Predicting and interpreting the uplift bearing capacity of squeezed branch piles utilizing machine learning with explainability"],"prefix":"10.1016","volume":"174","author":[{"ORCID":"https:\/\/orcid.org\/0009-0007-9891-4095","authenticated-orcid":false,"given":"Kuang","family":"Shi","sequence":"first","affiliation":[]},{"ORCID":"https:\/\/orcid.org\/0000-0002-0372-1327","authenticated-orcid":false,"given":"Tingting","family":"Sun","sequence":"additional","affiliation":[]}],"member":"78","reference":[{"issue":"338","key":"10.1016\/j.engappai.2026.114520_bib1","article-title":"Predicting the lateral capacity of short step-tapered and straight piles in cohesionless soils using an FE-AI hybrid technique","author":"Ahmed","year":"2025","journal-title":"Ocean Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib2","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2024.139398","article-title":"TPE-xgboost for explainable predictions of concrete compressive strength considering compositions, and mechanical and microstructure properties of testing samples","volume":"457","author":"Akber","year":"2024","journal-title":"Constr. Build. Mater."},{"key":"10.1016\/j.engappai.2026.114520_bib3","article-title":"Utilizing waste heat in wastewater treatment plants for water desalination: modeling and multi-objective optimization of a multi-effect desalination system using Decision Tree Regression and Pelican optimization algorithm","volume":"54","author":"Alrbai","year":"2024","journal-title":"Therm. Sci. Eng. Prog."},{"issue":"4","key":"10.1016\/j.engappai.2026.114520_bib4","doi-asserted-by":"crossref","first-page":"2126","DOI":"10.3390\/app12042126","article-title":"Prediction of pile bearing capacity using XGBoost algorithm: modeling and performance evaluation","volume":"12","author":"Amjad","year":"2022","journal-title":"Appl. Sci."},{"key":"10.1016\/j.engappai.2026.114520_bib5","volume":"vol. 64","author":"Braun","year":"2024"},{"key":"10.1016\/j.engappai.2026.114520_bib6","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2024.118574","article-title":"Predicting load\u2013displacement of driven PHC pipe piles using stacking ensemble with Pareto optimization","volume":"316","author":"Bui-Ngoc","year":"2024","journal-title":"Eng. Struct."},{"key":"10.1016\/j.engappai.2026.114520_bib7","doi-asserted-by":"crossref","DOI":"10.1016\/j.aei.2025.103288","article-title":"Sustainable foundation design: hybrid TLBO-XGB model with confidence interval enhanced load\u2013displacement prediction for PGPN piles","volume":"65","author":"Bui-Ngoc","year":"2025","journal-title":"Adv. Eng. Inform."},{"key":"10.1016\/j.engappai.2026.114520_bib8","article-title":"Detection of geochemical anomalies related to mineralization using the Random Forest model optimized by the Competitive Mechanism and Beetle Antennae Search","volume":"249","author":"Cao","year":"2023","journal-title":"J. J. Geochem. Explor."},{"key":"10.1016\/j.engappai.2026.114520_bib9","unstructured":"T.Q Chen, C. Guestrin, XGBoost: a scalable tree boosting System, arXiv: 1603.02754. https:\/\/doi.org\/10.48550\/arXiv.1603.02754."},{"key":"10.1016\/j.engappai.2026.114520_bib10","doi-asserted-by":"crossref","DOI":"10.1016\/j.oceaneng.2025.120624","article-title":"Experimental study on performance and enhanced methods of helical piles using Frustum Confining Vessel in Anzali Sand","volume":"324","author":"Esmailzade","year":"2025","journal-title":"Ocean Eng."},{"issue":"11","key":"10.1016\/j.engappai.2026.114520_bib11","article-title":"Interpretable XGBoost-SHAP machine-learning model for shear strength prediction of squat RC walls","volume":"147","author":"Feng","year":"2021","journal-title":"J. J Struct. Eng-ASCE"},{"issue":"7","key":"10.1016\/j.engappai.2026.114520_bib12","doi-asserted-by":"crossref","first-page":"1110","DOI":"10.1631\/jzus.2007.A1110","article-title":"Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation","volume":"8","author":"Gao","year":"2007","journal-title":"J. J. Zhejiang Univ-Sc. A"},{"issue":"4","key":"10.1016\/j.engappai.2026.114520_bib13","doi-asserted-by":"crossref","first-page":"462","DOI":"10.1080\/19386362.2021.1959010","article-title":"Investigation on multi under reamed piles with small bulb diameter in clay","volume":"16","author":"George","year":"2021","journal-title":"J. Int. J. Geotech. Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib14","doi-asserted-by":"crossref","DOI":"10.1016\/j.engfracmech.2023.109714","article-title":"A random forest regression with Bayesian optimization-based method for fatigue strength prediction of ferrous alloys","volume":"293","author":"Guo","year":"2023","journal-title":"Eng. Fract. Mech."},{"issue":"3","key":"10.1016\/j.engappai.2026.114520_bib15","doi-asserted-by":"crossref","first-page":"483","DOI":"10.3208\/sandf.51.483","article-title":"Uplift capacity of belled and multi-belled piles in dense sand","volume":"51","author":"Honda","year":"2011","journal-title":"J. Soils Found"},{"key":"10.1016\/j.engappai.2026.114520_bib16","doi-asserted-by":"crossref","first-page":"569","DOI":"10.1007\/s40999-022-00778-1","article-title":"Pullout behaviour of belled piles under axial and oblique pull in soil-rock composite ground: an experimental Study","volume":"21","author":"Hu","year":"2023","journal-title":"Int. J. Civ. Eng."},{"issue":"9","key":"10.1016\/j.engappai.2026.114520_bib17","article-title":"Effects of rebar size and volume fraction of glass fibers on tensile strength retention of GFRP rebars in alkaline environment via RSM and SHAP analyses","volume":"35","author":"Iqbal","year":"2023","journal-title":"J. J. Mater. Civil Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib18","series-title":"2023 the Fourth International Conference on Advances in Distributed Computing and Machine Learning","first-page":"261","article-title":"Post hoc interpretability: review on new frontiers of interpretable AI","author":"Jo","year":"2023"},{"key":"10.1016\/j.engappai.2026.114520_bib19","doi-asserted-by":"crossref","first-page":"697","DOI":"10.1007\/s00521-023-09053-3","article-title":"Re-evaluation of machine learning models for predicting ultimate bearing capacity of piles through SHAP and Joint Shapley methods","volume":"36","author":"Karakas","year":"2024","journal-title":"J. Neural Comput. Appl."},{"key":"10.1016\/j.engappai.2026.114520_bib20","doi-asserted-by":"crossref","DOI":"10.1016\/j.oceaneng.2022.112075","article-title":"Vertical dynamic impedance of a sand-filled nodular pile in saturated soil","volume":"259","author":"Le","year":"2022","journal-title":"J. Ocean Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib21","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2022.114954","article-title":"Investigation into bearing performance of concrete expanded-plates piles: field test and numerical modelling","volume":"271","author":"Li","year":"2022","journal-title":"Eng. Struct."},{"key":"10.1016\/j.engappai.2026.114520_bib22","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2024.106411","article-title":"Nonlinear elastic deformation model of belled uplift piles under the coupling effects of groundwater and shear strain relaxation","volume":"171","author":"Li","year":"2024","journal-title":"Comput. Geotech."},{"key":"10.1016\/j.engappai.2026.114520_bib23","article-title":"Adaptive directed support vector machine method for the reliability evaluation of aeroengine structure","volume":"246","author":"Li","year":"2024","journal-title":"J. Reliab. Eng. Syst. Safe."},{"issue":"3","key":"10.1016\/j.engappai.2026.114520_bib24","article-title":"Explainable machine-learning model for rapid damage assessment of CFST columns after Close-In explosion","volume":"38","author":"Li","year":"2024","journal-title":"J. J. PERFORM. CONSTR. FAC."},{"key":"10.1016\/j.engappai.2026.114520_bib25","doi-asserted-by":"crossref","DOI":"10.2991\/978-94-6463-932-2","article-title":"The use of machine learning models for predicting maximum bridge pile lateral displacements caused by excavation of adjacent foundation pit","author":"Li","year":"2025","journal-title":"Journal of Engineering Research"},{"issue":"5","key":"10.1016\/j.engappai.2026.114520_bib26","doi-asserted-by":"crossref","first-page":"4369","DOI":"10.1007\/s13369-020-04779-x","article-title":"Uplift behavior of belled piles subjected to static loading","volume":"46","author":"Liu","year":"2021","journal-title":"Arabian J. Sci. Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib27","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2023.106004","article-title":"Calculation method for the ultimate bearing capacity of pressure-cast-in-situ pile with spray-expanded frustum","volume":"166","author":"Liu","year":"2024","journal-title":"Comput. Geotech."},{"key":"10.1016\/j.engappai.2026.114520_bib28","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2022.105039","article-title":"An extended BNWF model for root piles incorporating soil\u2013root interactions under lateral loading","volume":"152","author":"Luo","year":"2022","journal-title":"Comput. Geotech."},{"issue":"1","key":"10.1016\/j.engappai.2026.114520_bib29","article-title":"Research on bearing theory of squeezed branch pile","volume":"2020","author":"Ma","year":"2020","journal-title":"Adv. Civ. Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib30","doi-asserted-by":"crossref","DOI":"10.1016\/j.engfailanal.2023.107248","article-title":"A new hybrid approach model for predicting burst pressure of corroded pipelines of gas and oil","volume":"149","author":"Ma","year":"2023","journal-title":"J. Eng. Fail. Anal."},{"key":"10.1016\/j.engappai.2026.114520_bib31","doi-asserted-by":"crossref","DOI":"10.1016\/j.oceaneng.2025.121603","article-title":"Prediction method for uplift capacity of squeezed branch pile based on load transfer method","volume":"334","author":"Ma","year":"2025","journal-title":"Ocean Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib32","doi-asserted-by":"crossref","DOI":"10.1016\/j.envsoft.2023.105851","article-title":"Effective air pollution prediction by combining time series decomposition with stacking and bagging ensembles of evolving spiking neural networks","volume":"170","author":"Maciag","year":"2023","journal-title":"J. Environ. Modell. Softw."},{"key":"10.1016\/j.engappai.2026.114520_bib33","doi-asserted-by":"crossref","DOI":"10.1016\/j.oceaneng.2022.112398","article-title":"Under-reamed pile-soil interaction in sand under lateral loading: a three-dimensional numerical study","volume":"263","author":"Majumder","year":"2022","journal-title":"J. Ocean Eng."},{"issue":"4","key":"10.1016\/j.engappai.2026.114520_bib34","first-page":"647","article-title":"Uplift capacity and failure mechanism of under-reamed piles in clay based on lower bound finite element limit analysis","volume":"92","author":"Majumder","year":"2022","journal-title":"J. P. Natl. A. Sci. India A"},{"key":"10.1016\/j.engappai.2026.114520_bib35","doi-asserted-by":"crossref","first-page":"346","DOI":"10.1016\/j.measurement.2017.06.001","article-title":"Uplift resistance of belled and multi-belled piles in loose sand","volume":"109","author":"Moayedi","year":"2017","journal-title":"J. Measurement"},{"issue":"5","key":"10.1016\/j.engappai.2026.114520_bib36","doi-asserted-by":"crossref","DOI":"10.1016\/j.sandf.2022.101203","article-title":"Prediction of axial load bearing capacity of PHC nodular pile using Bayesian regularization artificial neural network","volume":"62","author":"Nguyen","year":"2022","journal-title":"Soils Found."},{"issue":"5","key":"10.1016\/j.engappai.2026.114520_bib37","doi-asserted-by":"crossref","first-page":"1242","DOI":"10.3390\/buildings13051242","article-title":"Prediction of ultimate bearing capacity of pile foundation based on two optimization Algorithm models","volume":"13","author":"Ren","year":"2023","journal-title":"J. Buildings"},{"key":"10.1016\/j.engappai.2026.114520_bib38","article-title":"Decision tree-based approach to extrapolate life cycle inventory data of manufacturing processes","volume":"360","author":"Saad","year":"2024","journal-title":"J. J. Environ. Manage."},{"key":"10.1016\/j.engappai.2026.114520_bib39","doi-asserted-by":"crossref","DOI":"10.1016\/j.eswa.2025.128070","article-title":"Leveraging data-driven machine learning techniques to enhance bearing capacity estimation in prebored and precast piles","author":"Seo","year":"2025","journal-title":"Expert Syst. Appl."},{"issue":"5","key":"10.1016\/j.engappai.2026.114520_bib40","doi-asserted-by":"crossref","first-page":"1630","DOI":"10.1007\/s11771-022-5018-5","article-title":"Model tests on uplift capacity of double-belled pile influenced by distance between bells","volume":"29","author":"Sun","year":"2022","journal-title":"J. J. Cent. South Univ."},{"key":"10.1016\/j.engappai.2026.114520_bib41","doi-asserted-by":"crossref","DOI":"10.1016\/j.oceaneng.2024.118360","article-title":"Machine learning-based predictors for maximum pile bending moment of the soil-pile-superstructure system in liquefiable soils","volume":"309","author":"Tang","year":"2024","journal-title":"Ocean Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib42","doi-asserted-by":"crossref","DOI":"10.1016\/j.oceaneng.2022.113500","article-title":"Experimental and numerical study of group effect on the behavior of helical piles in soft clays under uplift and lateral loading","volume":"268","author":"Vignesh","year":"2023","journal-title":"J. Ocean Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib43","series-title":"International Conference on Mobile Computing and Sustainable Informatics","first-page":"585","article-title":"Comparing strategies for post-hoc explanations in machine learning models","author":"Vij","year":"2021"},{"issue":"8","key":"10.1016\/j.engappai.2026.114520_bib44","doi-asserted-by":"crossref","first-page":"2353","DOI":"10.1007\/s12205-020-2011-0","article-title":"Field test on uplift bearing capacity of rock-socketed belled piles","volume":"24","author":"Wang","year":"2020","journal-title":"KSCE J. Civ. Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib45","doi-asserted-by":"crossref","DOI":"10.1016\/j.marstruc.2019.102697","article-title":"The uplift capacity of single-plate helical pile in shallow dense sand including the influence of installation","volume":"71","author":"Wang","year":"2020","journal-title":"Mar. Struct."},{"issue":"2","key":"10.1016\/j.engappai.2026.114520_bib46","doi-asserted-by":"crossref","first-page":"470","DOI":"10.1007\/s11771-021-4843-2","article-title":"Determination of ultimate bearing capacity of uplift piles using intact and non-intact load-displacement curve","volume":"29","author":"Wang","year":"2022","journal-title":"J. J. Cent. South Univ."},{"issue":"1","key":"10.1016\/j.engappai.2026.114520_bib47","doi-asserted-by":"crossref","DOI":"10.1038\/s41598-023-49936-y","article-title":"Multi-objective design and optimization of squeezed branch pile based on orthogonal test","volume":"13","author":"Wang","year":"2023","journal-title":"Sci. Rep."},{"issue":"5","key":"10.1016\/j.engappai.2026.114520_bib48","doi-asserted-by":"crossref","first-page":"3371","DOI":"10.1007\/s00603-023-03732-2","article-title":"Investigation on uplift behavior of rock-socketed belled piles in horizontal and inclined ground using 1-g model Test and 3D Numerical method","volume":"57","author":"Wang","year":"2024","journal-title":"J. Rock Mech. Rock Eng."},{"key":"10.1016\/j.engappai.2026.114520_bib49","doi-asserted-by":"crossref","DOI":"10.1016\/j.enganabound.2025.106390","article-title":"Research on prediction method of rock uniaxial compressive strength based on interpretable INFO-Stacking model","volume":"179","author":"Wang","year":"2025","journal-title":"Eng. Anal. Bound. Elem."},{"issue":"5","key":"10.1016\/j.engappai.2026.114520_bib50","article-title":"Experimental and analytical investigation of the bearing capacity of bulbs for squeezed branch piles","volume":"23","author":"Xiong","year":"2023","journal-title":"J. Int. J. Geomech."},{"issue":"1","key":"10.1016\/j.engappai.2026.114520_bib51","article-title":"Uplift behavior of belled short piles in weathered sandstone","volume":"2018","author":"Yang","year":"2018","journal-title":"Math. Probl Eng."},{"issue":"24","key":"10.1016\/j.engappai.2026.114520_bib52","doi-asserted-by":"crossref","DOI":"10.3390\/app132413229","article-title":"The calculation method for the horizontal bearing capacity of squeezed branch piles considering the plate\u2013soil nonlinear interaction","volume":"13","author":"Yang","year":"2023","journal-title":"Appl. Sci."},{"key":"10.1016\/j.engappai.2026.114520_bib53","article-title":"Machine learning based prediction model for the pile bearing capacity of saline soils in cold regions","volume":"59","author":"Yousheng","year":"2024","journal-title":"J. Structures"},{"issue":"5","key":"10.1016\/j.engappai.2026.114520_bib54","doi-asserted-by":"crossref","first-page":"2457","DOI":"10.1007\/s11440-022-01699-y","article-title":"Upper-bound analysis of uplift piles in nonhomogeneous clay using streamline velocity fields","volume":"18","author":"Yu","year":"2023","journal-title":"Acta Geotech."},{"key":"10.1016\/j.engappai.2026.114520_bib55","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2023.105453","article-title":"Numerical simulation and field tests on vertical load bearing behaviour of bored root piles","volume":"159","author":"Yu","year":"2023","journal-title":"Comput. Geotech."},{"issue":"5","key":"10.1016\/j.engappai.2026.114520_bib56","doi-asserted-by":"crossref","first-page":"935","DOI":"10.1016\/j.jrmge.2017.12.010","article-title":"Bearing behavior and failure mechanism of squeezed branch piles","volume":"10","author":"Zhang","year":"2018","journal-title":"J. J. Rock Mech. Geotech."},{"issue":"7","key":"10.1016\/j.engappai.2026.114520_bib57","article-title":"BiLSTM-Based soil\u2013structure interface modeling","volume":"21","author":"Zhang","year":"2021","journal-title":"J. Int. J. Geomech."},{"key":"10.1016\/j.engappai.2026.114520_bib58","doi-asserted-by":"crossref","DOI":"10.1016\/j.coldregions.2022.103632","article-title":"Experimental analysis and mechanical model of interaction between warm frozen silt and pre-bored grouted planted nodular pile","volume":"202","author":"Zhang","year":"2022","journal-title":"Cold Reg. Sci. Technol."},{"issue":"3","key":"10.1016\/j.engappai.2026.114520_bib59","doi-asserted-by":"crossref","DOI":"10.1016\/j.sandf.2024.101459","article-title":"Study on uplift mechanism of grouted implantation steel pipe pile by direct shear and model tests","volume":"64","author":"Zhang","year":"2024","journal-title":"J. Soils Found"},{"key":"10.1016\/j.engappai.2026.114520_bib60","volume":"vol. 70","author":"Zhang","year":"2024"},{"key":"10.1016\/j.engappai.2026.114520_bib61","doi-asserted-by":"crossref","DOI":"10.1016\/j.measurement.2024.114916","article-title":"Inverse finite element method and support vector regression for automated crack detection with OFDR-Distributed fiber optic sensors","volume":"234","author":"Zhao","year":"2024","journal-title":"Measurement"},{"issue":"6","key":"10.1016\/j.engappai.2026.114520_bib62","doi-asserted-by":"crossref","first-page":"473","DOI":"10.1007\/s11204-021-09695-2","article-title":"Experimental investigation of the uplift and lateral bearing capacity of root piles","volume":"57","author":"Zhou","year":"2021","journal-title":"Soil Mech. Found. Eng."}],"container-title":["Engineering Applications of Artificial Intelligence"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0952197626008018?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0952197626008018?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2026,4,14]],"date-time":"2026-04-14T06:54:40Z","timestamp":1776149680000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S0952197626008018"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2026,6]]},"references-count":62,"alternative-id":["S0952197626008018"],"URL":"https:\/\/doi.org\/10.1016\/j.engappai.2026.114520","relation":{},"ISSN":["0952-1976"],"issn-type":[{"value":"0952-1976","type":"print"}],"subject":[],"published":{"date-parts":[[2026,6]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"Predicting and interpreting the uplift bearing capacity of squeezed branch piles utilizing machine learning with explainability","name":"articletitle","label":"Article Title"},{"value":"Engineering Applications of Artificial Intelligence","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.engappai.2026.114520","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2026 Elsevier Ltd. All rights are reserved, including those for text and data mining, AI training, and similar technologies.","name":"copyright","label":"Copyright"}],"article-number":"114520"}}