Abstract
Determining bearing capacity of piles has always been challenging for geotechnical engineers. Various methods are recognized for determining pile capacity, like analytical approaches based on laboratory testing and pile load tests which are time-consuming and expensive. Hence, a series of empirical approaches were developed to predict the pile capacity from in-situ tests, such as cone penetration test (CPT) and standard penetration test (SPT). This paper investigates the pile capacity directly based on SPT and CPT data because it is simple, fast, economical, and similar to a pile. Thus, the prediction capability of the four CPT and the two SPT methods is compared with direct field pile loading tests performed on five bored piles implemented in the Shahid Rajaee Port project. Six statistical criteria were selected for evaluating the prediction methods. The performance of different approaches was compared considering the sum of the Rank Index (RI) from the statistical indicators. According to the statistical studies, the Schmertmann and the Meyerhof methods indicated the best agreement with field test results among empirical CPT and SPT methods, respectively. The proposed case study investigation can help engineers benefit from in-situ SPT and CPT tests as a simple method to improve accuracy in bored pile design.
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Data Availability
The datasets generated or analyzed during the current study are available from the corresponding author on reasonable request.
References
Raisa PS, Chandrakaran S (2022) Evaluation of Bearing capacity for cast in-situ bored piles. In: Satyanarayana Reddy CNV, Muthukkumaran K, Satyam N, Vaidya R (eds) Ground characterization and foundations lecture notes in civil engineering, vol 167. Springer, Singapore. https://doi.org/10.1007/978-981-16-3383-6_53
Gandhi SR (2016) Observations on pile design and construction practices in India. Indian Geotech J 46:1–15. https://doi.org/10.1007/s40098-015-0171-5
Oteuil A, Oralbek A, Mukhamet T et al (2022) robust analysis and design of bored pile considering uncertain parameters. Indian Geotech J 52:720–734. https://doi.org/10.1007/s40098-021-00588-7
Karandikar DV (2018) Challenges to quality control in bored cast-in-situ piling in growing urban environment. Indian Geotech J 48:360–376. https://doi.org/10.1007/s40098-017-0277-z
Jamshidi Chenari R, Kamyab Farahbakhsh H, Heidarie Golafzani S, Eslami A (2018) Non-stationary realisation of CPT data: considering lithological and inherent heterogeneity. Georisk Assess Manag Risk Eng Syst Geohazards 12:1–14
Leetsaar L, Korkiala-Tanttu L, Kurnitski J (2022) CPT, CPTu and DCPT methods for predicting the ultimate bearing capacity of cast in situ displacement piles in silty soils. Geotech Geol Eng. https://doi.org/10.1007/s10706-022-02292-6
Lin J, Hou X, Cai G, Liu S (2022) Uncertainty analysis of axial pile capacity in layered soils by the piezocone penetration test. Front Earth Sci 10:861086. https://doi.org/10.3389/feart.2022.861086
Cai G, Liu S, Tong L, Du G (2009) Assessment of direct CPT and CPTU methods for predicting the ultimate bearing capacity of single piles. Eng Geol 104(3–4):211–222
Shooshpasha I, Hasanzadeh A, Taghavi A (2013) Prediction of the axial bearing capacity of piles by SPT based and numerical design methods. Int J GEOMATE 4:560–564
Eslami A, Aflaki E, Hosseini B (2011) Evaluating CPT and CPTu based pile bearing capacity estimation methods using Urmiyeh Lake Causeway piling records. Sci Iranica 18(5):1009–1019
Eslami A, Gholami M (2006) Analytical model for the ultimate bearing capacity of foundations from cone resistance. Sci Iranica 13(3):223–233
Fellenius BH (2019) Basics of foundation design. Pile Buck International Inc, Vero Beach
Benali A, Nechnech A, Bouafia A (2013) Bored pile capacity by direct SPT methods applied to 40 case histories. Civ Environ Res 5:118–122
Dung NT, Chung SG, Kim SR, Beak SH (2011) Applicability of the SPT-based methods for estimating toe bearing capacity of driven PHC piles in the thick deltaic deposits. KSCE J Civ Eng 15(6):1023–1031
Shah A, Advani P, Patel J, Soni H (2017) Estimation of load carrying capacity of bored cast in-situ piles. Int J Eng Technol Sci Res 4(9):814–819
Jesswein M, Liu J (2022) A new SPT-based method for estimating axial capacity of driven piles in glacial deposits. Geotech Geol Eng 40:1043–1060. https://doi.org/10.1007/s10706-021-01941-6
Henrina S et al (2019) Comparison of direct SPT method for calculating axial capacity of piles in Jakarta Area. In: IOP conference series: materials science and engineering, vol 673, p 012027
Shariatmadari N, Eslami A, Karimpour-Fard M (2008) Bearing capacity of driven piles in sands from SPT-applied to 60 case histories. Iran J Sci Tech 32(B2):125–140
Benali A, Boukhatem B, Hussien MN, Nechnech A, Karray M (2017) Prediction of axial capacity of piles driven in noncohesive soils based on neural networks approach. J Civ Eng Manag 23(23):393–408
Fateh AMA, Eslami A, Fahimifar A (2017) Direct CPT and CPTu methods for determining bearing capacity of helical piles. Mar Georesour Geotechnol 35(2):193–207
Sari PTK, Wardani MK (2021) The comparison of pile bearing capacity using 8 direct method based on CPT data in Surabaya Area. In: IOP conference series: materials science and engineering, vol 1144, p 012091. https://doi.org/10.1088/1757-899X/1144/1/012091
Schmertmann JH (1978) Guidelines for cone penetration test: performance and design (No. FHWA-TS-78-209). United States. Federal Highway Administration.
De Kuiter J, Beringen FL (1979) Pile foundations for large North Sea structures. Mar Georesour Geotechnol 3(3):267–314
Bustamante M, Gianeselli L (1982) Pile bearing capacity prediction by means of static penetrometer CPT. In: Proceedings of the 2-nd European symposium on penetration testing, pp 493–500
Eslami A, Fellenius BH (1997) Pile capacity by direct CPT and CPTu methods applied to 102 case histories. Can Geotech J 34(6):886–904
Eslami A, Fellenius B H (1995) Toe bearing capacity of piles from cone penetration test (CPT) data. In: Proceedings of the international symposium on cone penetration testing, CPT. vol 95, pp 4–5
Eslami A, Fellenius BH (2004) Cpt and Cptu data for soil profle interpretation: review of methods and a proposed new approach. Iran J Sci Technol Trans B Eng 28(1):69–86
Abu-Farsakh MY, Titi HH (2004) Assessment of direct cone penetration test methods for predicting the ultimate capacity of friction driven piles. J Geotech Geoenviron Eng 130(9):935–944
Cai G, Liu S, Puppala AJ (2012) Reliability assessment of CPTU-based pile capacity predictions in soft clay deposits. Eng Geol 141:84–91
Alielahi H, Adampira M (2016) Comparison between empirical and experimental ultimate bearing capacity of bored piles-a case study. Arab J Geosci 9:78. https://doi.org/10.1007/s12517-015-2211-y
Amirmojahedi M, Abu-Farsakh M (2019) Evaluation of 18 direct CPT methods for estimating the ultimate pile capacity of driven piles. Transp Res Rec 2673(9):127–141
Moshfeghi S, Eslami A (2019) Reliability-based assessment of drilled displacement piles bearing capacity using CPT records. Mar Georesour Geotechnol 37(1):67–80. https://doi.org/10.1080/1064119X.2018.1448493
Heidarie Golafzani S, Jamshidi Chenari R, Eslami A (2020) Reliability based assessment of axial pile bearing capacity: static analysis, SPT and CPT-based methods. Georisk Assess Manag Risk Eng Syst Geohazards 14(3):216–230. https://doi.org/10.1080/17499518.2019.1628281
Heidarie Golafzani S, Eslami A, Jamshidi Chenari R (2020) Probabilistic assessment of model uncertainty for prediction of pile foundation bearing capacity; static analysis, SPT and CPT based methods. Geotech Geol Eng 38:5023–5041. https://doi.org/10.1007/s10706-020-01346-x
Moshfeghi S, Eslami A (2018) Study on pile ultimate capacity criteria and CPT-based direct methods. Int J Geotech Eng 12(1):28–39. https://doi.org/10.1080/19386362.2016.1244150
Obeta OIN, Onyia ME (2019) Comparative analysis of methods of pile-bearing capacity evaluation using CPT logs from tropical soils. J South Afr Inst Civ Eng 60(1):44–55
Ebrahimian B and Movahed V (2016) Application of an evolutionary-based approach in evaluating pile bearing capacity using CPT results, Taylor&Francis 5302
Valikhah F, Eslami A, Veiskarami M (2019) Load-displacement behavior of driven piles in sand using CPT-based stress and strain fields. Int J Civ Eng 17:1879–1893. https://doi.org/10.1007/s40999-018-0388-7
Pham TA, Tran VQ, Vu H-LT, Ly H-B (2020) Design deep neural network architecture using a genetic algorithm for estimation of pile bearing capacity. PLoS ONE 15(12):e0243030. https://doi.org/10.1371/journal.pone.0243030
Harandizadeh H, Toufigh MM, Toufigh V (2019) Application of improved ANFIS approaches to estimate bearing capacity of piles. Soft Comput 23(19):9537–9549
Wang Z, Zhang N, Cai G, Li Qi, Wang J (2016) Assessment of CPTU and static load test methods for predicting ultimate bearing capacity of pile. Mar Georesour Geotechnol. https://doi.org/10.1080/1064119X.2016.1236859
Cai G, Liu S, Puppala A (2011) Evaluation of pile bearing capacity from piezocone penetration test data in soft jiangsu quaternary clay deposits. Mar Georesour Geotechnol 29(3):177–201. https://doi.org/10.1080/1064119X.2011.556887
Wei Y et al (2020) Evaluation of ultimate bearing capacity of prestressed high-strength concrete pipe pile embedded in saturated sandy soil based on in-situ test. Appl Sci 10(18):6269. https://doi.org/10.3390/app10186269
Silvey A (2018) Evaluation and development of CPT Based Pile Design in Nebraska Soils. Civil Engineering Theses, Dissertations, and Student Research. 127. http://digitalcommons.unl.edu/civilengdiss/127
Heidari P, Ghazavi M (2021) Statistical evaluation of CPT and CPTu based methods for prediction of axial bearing capacity of piles. Geotech Geol Eng 39:1259–1287. https://doi.org/10.1007/s10706-020-01557-2
Meyerhof GG (1976) Bearing capacity and settlement of pile foundations. J Geotech Geoenviron Eng 102:197–228
Reese J, O’Neill M, Wang S (1988) Drilled shaft tests, interchange of west belt roll road and US290 highway
FHWA (1992) Static testing of deep foundations, US Department of Transportation, Publication No: FHWA-SA-91-042
Cherian A (2021) Assessment of pile capacity using bidirectional static load test (BDSLT). Indian Geotech J 51:369–375. https://doi.org/10.1007/s40098-020-00447-x
OCDI (2009) Technical standards and commentaries for port and harbor facilities in Japan. Translator and Publisher The Overseas Coastal Area Development Institute of, Japan
Fellenius BH (1980) The analysis of results from routine pile load tests. Ground Eng 13:19–31
Chin FK (1978) Diagnosis of pile condition. Geotech Eng 9:85–104
Briaud JL, Tucker LM (1988) Measured and predicted axial response of 98 piles. J Geotech Eng 114(9):984–1001
Long JH, Wysockey MH (1999) Accuracy of methods for predicting axial capacity of deep foundations. In: Proceedings of the OTRC '99 Conf.: Analysis, Design, Construction, and Testing of Deep Foundation, GSP No. 88, ASCE, Reston, Va., pp 190–195
Titi H H, Abu-Farsakh M Y (1999) Evaluation of Bearing Capacity of Piles from Cone Penetration Test Data. Louisiana Transportation Research Center, Baton Rouge, La. Rep. No. FHWA/LA.99/334
Hung LC, Kim SR (2015) CPT-based method for toe resistance of driven piles in sand. Proc Inst Civ Eng Geotech Eng 168(6):498–513
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The authors hereby appreciate the Sahel Omid Iranian Consulting Engineers for providing information relevant to this study.
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Alielahi, H., Mousavi, D. & Nadernia, Z.a. Statistical Assessment of Bearing Capacity of Cast-In-Situ Bored Piles Using Direct CPT and SPT Methods: A Case Study. Indian Geotech J 53, 698–714 (2023). https://doi.org/10.1007/s40098-022-00690-4
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DOI: https://doi.org/10.1007/s40098-022-00690-4