The Analysis of Pile Skin and Base Resistances Interaction Based on Static Pile Load Test in Experimental Research

[1] Lastiasih, Y.; Sidi, I.D. (2014). Reliability of Estimation Pile Load Capacity Methods. J. Eng. Technol. Sci., 46, 1–16, doi:10.5614/j.eng.technol.sci.2014.46.1.1. LastiasihY. SidiI.D. 2014 Reliability of Estimation Pile Load Capacity Methods J. Eng. Technol. Sci. 46 1 16 10.5614/j.eng.technol.sci.2014.46.1.1 Open DOISearch in Google Scholar

[2] Hasnat, A. (2015). Prithul Saha Ultimate load capacity of axially loaded vertical piles from full scale load test results interpretations applied to 20 case histories., doi:10.13140/2.1.3755.2960. HasnatA. 2015 Prithul Saha Ultimate load capacity of axially loaded vertical piles from full scale load test results interpretations applied to 20 case histories 10.13140/2.1.3755.2960 Open DOISearch in Google Scholar

[3] Wrana, B. (2015). Pile Load Capacity – Calculation Methods. Stud. Geotech. Mech., 37, doi:10.1515/sgem-2015-0048. WranaB. 2015 Pile Load Capacity – Calculation Methods Stud. Geotech. Mech. 37 10.1515/sgem-2015-0048 Open DOISearch in Google Scholar

[4] Meyer, Z. (2017). Wykorzystanie testu statycznego do prognozy osiadania, mobilizacji podstawy i pobocznicy. In Proceedings of the Naprawy i wzmocnienia konstrukcji budowlanych; Wisła, 303–318. MeyerZ. 2017 Wykorzystanie testu statycznego do prognozy osiadania, mobilizacji podstawy i pobocznicy In Proceedings of the Naprawy i wzmocnienia konstrukcji budowlanych Wisła 303 318 Search in Google Scholar

[5] Meyer, Z.; Żarkiewicz, K. (2015). Analiza współpracy pala z gruntem w dużym zakresie osiadania. In Awarie Budowlane; Szczecin-Międzyzdroje, 405–412. MeyerZ. ŻarkiewiczK. 2015 Analiza współpracy pala z gruntem w dużym zakresie osiadania In Awarie Budowlane Szczecin-Międzyzdroje 405 412 Search in Google Scholar

[6] Meyer, Z.; Żarkiewicz, K. (2018). Skin and Toe Resistance Mobilisation of Pile During Laboratory Static Load Test. Stud. Geotech. Mech, 40, 1–5. MeyerZ. ŻarkiewiczK. 2018 Skin and Toe Resistance Mobilisation of Pile During Laboratory Static Load Test Stud. Geotech. Mech 40 1 5 Search in Google Scholar

[7] Siemaszko, P.; Meyer, (2019). Z. Static load test curve analysis based on soil field investigations. Bull. Polish Acad. Sci. Tech. Sci., 67, 329–337. doi:10.24425/bpas.2019.128607. SiemaszkoP. MeyerZ. 2019 Static load test curve analysis based on soil field investigations Bull. Polish Acad. Sci. Tech. Sci. 67 329 337 10.24425/bpas.2019.128607 Open DOISearch in Google Scholar

[8] Fioravante, V. (2002). On the shaft friction modeling of non-displacment piles in sand. Japanese Geotech. Soc., 42, 23–33, doi:10.1248/cpb.37.3229. FioravanteV. 2002 On the shaft friction modeling of non-displacment piles in sand Japanese Geotech. Soc. 42 23 33 10.1248/cpb.37.3229 Open DOISearch in Google Scholar

[9] Guo, Z.; Deng, L. (2018). Field behaviour of screw micropiles subjected to axial loading in cohesive soils. Can. Geotech. J., 55, 34–44, doi:10.1139/cgj-2017-0109. GuoZ. DengL. 2018 Field behaviour of screw micropiles subjected to axial loading in cohesive soils Can. Geotech. J. 55 34 44 10.1139/cgj-2017-0109 Open DOISearch in Google Scholar

[10] Gupta, R.C. (2013). Load-Settlement Behavior of Drilled Shafts in Multilayered Deposits of Soils and Intermediate Geomaterials. Geotech. Test. J., 36, 20130016, doi:10.1520/GTJ20130016. GuptaR.C. 2013 Load-Settlement Behavior of Drilled Shafts in Multilayered Deposits of Soils and Intermediate Geomaterials Geotech. Test. J. 36 20130016, 10.1520/GTJ20130016 Open DOISearch in Google Scholar

[11] Kim, D.; Jeong, S.; Park, J. (2020). Analysis on shaft resistance of the steel pipe prebored and precast piles based on field load-transfer curves and finite element method. Soils Found., 60, 478–495. doi:10.1016/j.sandf.2020.03.011. KimD. JeongS. ParkJ. 2020 Analysis on shaft resistance of the steel pipe prebored and precast piles based on field load-transfer curves and finite element method Soils Found. 60 478 495 10.1016/j.sandf.2020.03.011 Open DOISearch in Google Scholar

[12] Krasiński, A.; Sieńko, R. (2010). Pomiar pionowego rozkładu siły w palu podczas testów statycznych. In Proceedings of the 56 Konferencja Naukowa Komitetu Inżynierii Lądowej i Wodnej PAN oraz Komitetu Nauki PZiTB, 161–168. KrasińskiA. SieńkoR. 2010 Pomiar pionowego rozkładu siły w palu podczas testów statycznych In Proceedings of the 56 Konferencja Naukowa Komitetu Inżynierii Lądowej i Wodnej PAN oraz Komitetu Nauki PZiTB 161 168 Search in Google Scholar

[13] Gwizdala, K.; Krasinski, A. (2013). Bearing capacity of displacement piles in layered soils with highly diverse strength parameters. Proc. 18^th Int. Conf. Soil Mech. Geotech. Eng, 2739–2742. GwizdalaK. KrasinskiA. 2013 Bearing capacity of displacement piles in layered soils with highly diverse strength parameters Proc. 18th Int. Conf. Soil Mech. Geotech. Eng 2739 2742 Search in Google Scholar

[14] Sienko, R.; Bednarski, L.; Kanty, P.; Howiacki, T. (2019). Application of Distributed Optical Fibre Sensor for Strain and Temperature Monitoring within Continuous Flight Auger Columns. IOP Conf. Ser. Earth Environ. Sci., 221. doi:10.1088/1755-1315/221/1/012006. SienkoR. BednarskiL. KantyP. HowiackiT. 2019 Application of Distributed Optical Fibre Sensor for Strain and Temperature Monitoring within Continuous Flight Auger Columns IOP Conf. Ser. Earth Environ. Sci. 221 10.1088/1755-1315/221/1/012006 Open DOISearch in Google Scholar

[15] Buda-Ożóg, L.; Zięba, J.; Sieńkowska, K.; Nykiel, D.; Zuziak, K.; Sieńko, R.; Bednarski, Ł. (2022). Distributed fibre optic sensing: Reinforcement yielding strains and crack detection in concrete slab during column failure simulation. Meas. J. Int. Meas. Confed., 195, doi:10.1016/j.measurement.2022.111192. Buda-OżógL. ZiębaJ. SieńkowskaK. NykielD. ZuziakK. SieńkoR. BednarskiŁ. 2022 Distributed fibre optic sensing: Reinforcement yielding strains and crack detection in concrete slab during column failure simulation Meas. J. Int. Meas. Confed. 195 10.1016/j.measurement.2022.111192 Open DOISearch in Google Scholar

[16] Baca, M.; Rybak, J. (2021). Pile base and shaft capacity under various types of loading. Appl. Sci., 11, doi:10.3390/app11083396. BacaM. RybakJ. 2021 Pile base and shaft capacity under various types of loading Appl. Sci. 11 10.3390/app11083396 Open DOISearch in Google Scholar

[17] Zarkiewicz, K. (2019). Laboratory Experiment of Soil Vertical Displacement Measurement Near an Axially Loaded Pile. IOP Conf. Ser. Mater. Sci. Eng., 603, 032012, doi:10.1088/1757-899X/603/3/032012. ZarkiewiczK. 2019 Laboratory Experiment of Soil Vertical Displacement Measurement Near an Axially Loaded Pile IOP Conf. Ser. Mater. Sci. Eng. 603 032012 10.1088/1757-899X/603/3/032012 Open DOISearch in Google Scholar

[18] Wang, Y.; Liu, X.; Sang, S.; Zhang, M.; Wang, P. (2020). A model test for the influence of lateral pressure on vertical bearing characteristics in pile jacking process based on optical sensors. Sensors (Switzerland), 20, doi:10.3390/s20061733. WangY. LiuX. SangS. ZhangM. WangP. 2020 A model test for the influence of lateral pressure on vertical bearing characteristics in pile jacking process based on optical sensors Sensors (Switzerland) 20 10.3390/s20061733 Open DOISearch in Google Scholar

[19] Lehane, B.M.; White, D.J. (2005). Lateral stress changes and shaft friction for model displacement piles in sand. Can. Geotech. J., 42, 1039–1052, doi:10.1139/t05-023. LehaneB.M. WhiteD.J. 2005 Lateral stress changes and shaft friction for model displacement piles in sand Can. Geotech. J. 42 1039 1052 10.1139/t05-023 Open DOISearch in Google Scholar

[20] Żarkiewicz, K. (2019). Lateral stress changes along the pile skin during axial loading in laboratory test. In Proceedings of the Geotechnical Engineering foundation of the future; Reykjavik, 1–8. ŻarkiewiczK. 2019 Lateral stress changes along the pile skin during axial loading in laboratory test In Proceedings of the Geotechnical Engineering foundation of the future Reykjavik 1 8 Search in Google Scholar

[21] Konkol, J.; Bałachowski, L. (2017). Influence of Installation Effects on Pile Bearing Capacity in Cohesive Soils – Large Deformation Analysis Via Finite Element Method. Stud. Geotech. Mech., 39, doi:10.1515/sgem-2017-0003. KonkolJ. BałachowskiL. 2017 Influence of Installation Effects on Pile Bearing Capacity in Cohesive Soils – Large Deformation Analysis Via Finite Element Method Stud. Geotech. Mech. 39 10.1515/sgem-2017-0003 Open DOISearch in Google Scholar

[22] Tovar-Valencia, R.D.; Galvis-Castro, A.; Salgado, R.; Prezzi, M.; Fridman, D. (2022). Experimental measurement of particle crushing around model piles jacked in a calibration chamber. Acta Geotech., 8, doi:10.1007/s11440-022-01681-8. Tovar-ValenciaR.D. Galvis-CastroA. SalgadoR. PrezziM. FridmanD. 2022 Experimental measurement of particle crushing around model piles jacked in a calibration chamber Acta Geotech. 8 10.1007/s11440-022-01681-8 Open DOISearch in Google Scholar

[23] Henke, S.; Grabe, J. (2006). Simulation of pile driving by 3-dimensional Finite-Element analysis. Proc. 17^th Eur. Young Geotech. Eng. Conf. HenkeS. GrabeJ. 2006 Simulation of pile driving by 3-dimensional Finite-Element analysis Proc. 17th Eur. Young Geotech. Eng. Conf. Search in Google Scholar

[24] Haque, M.N.; Abu-Farsakh, M.Y.; Zhang, Z. (2020). Evaluation of pile capacity from CPT and pile setup phenomenon. Int. J. Geotech. Eng., 14, 196–205, doi:10.1080/19386362.2017.1413035. HaqueM.N. Abu-FarsakhM.Y. ZhangZ. 2020 Evaluation of pile capacity from CPT and pile setup phenomenon Int. J. Geotech. Eng. 14 196 205 10.1080/19386362.2017.1413035 Open DOISearch in Google Scholar

[25] Eslami, A.; Valikhah, F.; Veiskarami, M.; Salehi, M. (2017). CPT-Based Investigation for Pile Toe and Shaft Resistances Distribution. Geotech. Geol. Eng., 35, 2891–2905, doi:10.1007/s10706-017-0287-8. EslamiA. ValikhahF. VeiskaramiM. SalehiM. 2017 CPT-Based Investigation for Pile Toe and Shaft Resistances Distribution Geotech. Geol. Eng. 35 2891 2905 10.1007/s10706-017-0287-8 Open DOISearch in Google Scholar

[26] Żarkiewicz, K. (2018). Laboratory research of toe resistance based on static pile load tests in different schemes. Civ. Envionmental Eng. Reports, 28, 80–81, doi:10.2478/ceer-2018-0014. ŻarkiewiczK. 2018 Laboratory research of toe resistance based on static pile load tests in different schemes Civ. Envionmental Eng. Reports 28 80 81 10.2478/ceer-2018-0014 Open DOISearch in Google Scholar

[27] Meyer, Z.; Żarkiewicz, K. (2017). Mechanizm formowania się oporu pobocznicy przy podstawie pala określony na podstawie badań laboratoryjnych. Inżynieria i Bud., R. 73, nr 5. MeyerZ. ŻarkiewiczK. 2017 Mechanizm formowania się oporu pobocznicy przy podstawie pala określony na podstawie badań laboratoryjnych Inżynieria i Bud. 73 5 Search in Google Scholar

[28] Żarkiewicz, K.; Meyer, Z. (2016). Nowe spojrzenie na współpracę pala z gruntem w świetle badań laboratoryjnych. Wiadomości Proj. Budownictwa, maj. ŻarkiewiczK. MeyerZ. 2016 Nowe spojrzenie na współpracę pala z gruntem w świetle badań laboratoryjnych Wiadomości Proj. Budownictwa maj Search in Google Scholar

[29] Żarkiewicz, K.; Qatrameez, W. (2021). Assessment of Stress in the Soil Surrounding the Axially Loaded Model Pile by Thin, Flexible Sensors. Sensors, 21, doi:10.3390/s21217214. ŻarkiewiczK. QatrameezW. 2021 Assessment of Stress in the Soil Surrounding the Axially Loaded Model Pile by Thin, Flexible Sensors Sensors 21 10.3390/s21217214 Open DOISearch in Google Scholar

[30] PN-EN ISO 14688-1:2018-05. Geotechnical investigation and testing – Identification and classification of soil – Part 1: Identification and description (ISO 14688-1:2017). PN-EN ISO 14688-1:2018-05 Geotechnical investigation and testing – Identification and classification of soil – Part 1: Identification and description (ISO 14688-1:2017) Search in Google Scholar

[31] Kamal, Z.A.; Arab, M.G.; Dif, A. (2016). Analysis of The arching phenomenon of bored piles in sand. Alexandria Eng. J., 55, 2639–2645. doi:10.1016/j.aej.2016.06.035. KamalZ.A. ArabM.G. DifA. 2016 Analysis of The arching phenomenon of bored piles in sand Alexandria Eng. J. 55 2639 2645 10.1016/j.aej.2016.06.035 Open DOISearch in Google Scholar