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Reliability-based design improvement and prediction of steel driven pile resistances in rock-based intermediate geomaterials

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Abstract

Driven piles are considered to be an excellent deep foundation design choice due to the economic benefits and availability. However, there is a knowledge gap in assessing pile driving and predicting pile resistance in rock-based intermediate geomaterials (R-IGMs). A better prediction of pile resistances, anticipated refusal depth and pile design methods are essential to alleviate current challenges with piles driven in R-IGMs. This paper presents recommendations for piles driven in weak rocks or R-IGMs based on 39 test piles from 28 bridge projects completed in three US states. Static analysis (SA) methods for predicting unit shaft resistance (qs) are developed based on in situ SPT N-value and unconfined compressive strength (qu) for five different weak rocks: siltstone, claystone, sandstone, mudstone and granite. SA methods for predicting unit end bearing (qb) are developed for siltstone and claystone. The proposed SA methods are compared against existing SA methods and validated using 19 independents test pile data. The proposed SA methods provide more accurate and consistent prediction of qs and qb, resulting in higher LRFD resistance and efficiency factors. The qs increases from 9.7 to 400% in siltstone and 5.9 to 87% in claystone at one day after the end of driving. However, pile relaxation is observed on qb of piles driven into siltstone, claystone and sandstone.

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References

  1. AASHTO (2020) AASHTO LRFD Bridge Design Specifications 9th Edition U.S. Customary Units. American Association of State Highway and Transportation Officials (AASHTO), Washington, DC

  2. Adhikari P (2019) Load and resistance factor design and construction control of driven piles in intermediate geomaterials. Ph.D. dissertation, Department of Civil and Architectural Engineering, University of Wyoming, Laramie, WY

  3. Adhikari P, Ng KW, Gebreslasie YZ, Wulff SS, Sullivan TA (2020) Geomaterial classification criteria for design and construction of driven steel H-piles. Can Geotech J 57(4):616–621

    Article  CAS  Google Scholar 

  4. Adhikari P, Ng KW, Gebreslasie YZ, Wulff SS (2020) Improved α-and β-methods for the prediction of shaft resistance of steel-H piles driven into intermediate geomaterials. geo-congress 2020: foundations, soil improvement, and erosion, American Society of Civil Engineers, Reston, VA, pp 114–123

  5. Adhikari P, Ng KW, Gebreslasie YZ, Wulff SS (2020) Static and economic analyses of driven steel H-piles in IGM using the WyoPile database. J Bridg Eng 25(5):4020016

    Article  Google Scholar 

  6. Allen TM, Nowak AS, Bathurst RJ (2005) Calibration to determine load and resistance factors for geotechnical and structural design. Transp Res Circ E-C079

  7. Anderson TW, Darling DA (1952) Asymptotic theory of certain" goodness of fit" criteria based on stochastic processes. Ann Math Stat 193–212

  8. Axelsson G (2002) A conceptual model of pile set-up for driven piles in non-cohesive soil. Deep foundations congress, vol 1. Geotechnical Special Publication, No 116, ASCE, Reston VA, pp 64–79

  9. Barrett JW, Prendergast LJ (2020) Empirical shaft resistance of driven piles penetrating weak rock. Rock Mech Rock Eng 53(12):5531–5543

    Article  ADS  PubMed  PubMed Central  Google Scholar 

  10. Barton N (1976) Recent experiences with the Q-system. Johannesburg

  11. Beake RH, Sutcliffe G (1980) Pipe pile drivability in the carbonate rocks of the southern Arabian Gulf. In: Balkema (ed) Proceedings of conference on structural foundations on rock, Sydney

  12. Beaumont D, Thomas J (2007) Driving tubular steel piles into weak rock—Western Australian experience. In: Australia New Zealand conference on geomechanics 10th, Australia New Zealand conference on geomechanics, pp 1.430–1.435

  13. Belbas REJ (2014) The capacity of driven steel H-piles in lacustrine clay, till and karst bedrock: a Winnipeg case study. MS Thesis, Department of Civil Engineering, University of Manitoba, Winnipeg, Canada

  14. Bieniawski Z (1988) The rock mass rating (RMR) system (geomechanics classification) in engineering practice. In: Rock classification systems for engineering purposes. ASTM International

  15. Burnham KP, Anderson DR (2003) Model selection and multimodel inference: a practical information-theoretic approach, 2nd edn. Springer, New York

    Google Scholar 

  16. Clarke BG, Smith A (1993) Self-boring pressure meter tests in weak rocks. Eng Geol Spec Publ 8:233–241

    Google Scholar 

  17. Colorado Department of Transportation (CDOT) (2018) CDOT Bridge Design Manual. Denver, CO

  18. Esrig M, Kirby RC (1979) Advances in general effective stress method for the prediction of axial capacity for driven piles in clay. Offshore technology conference.

  19. Fellenius BH (1988) Variation of CAPWAP results as a function of the operator. In: Fellenius BH (ed) Proceedings of the 3rd international conference on the application of stress-wave theory to piles, Ottawa, Canada. BiTech Publishers, Vancouver, pp 814–825

  20. Fleming K, Weltman A, Randolph M, Elson K (2008) Piling engineering. CRC Press

    Book  Google Scholar 

  21. Gannon JA, Masterton GGT, Wallace WA, Wood DM (1999) Piled foundations in weak rock. CIRIA, London

    Google Scholar 

  22. Gu Y, Wei H-L, Balikhin MM (2018) Nonlinear predictive model selection and model averaging using information criteria. Syst Sci Control Eng 6(1):319–328

    Article  Google Scholar 

  23. Hannigan P, Ryberg A, Moghaddam R (2020) Identification and quantification of pile relaxation. In: Proceedings of DFI 44th annual conference on deep foundations, Chicago, IL

  24. Islam MS, Ng KW, Wulff SS (2022) Prediction of driven pile resistances in shales considering weathering and time effects. Can Geotech J 59(11):1851–1871

    Article  CAS  Google Scholar 

  25. Likins GE, Hussein M (1984) Relaxation of H-piles in Shale. Lecture notes, Pile driving analyser users days, Stockholm

  26. Likins G, Rausche F (2004) Correlation of CAPWAP with static load tests. In: Proceedings of the 7th international conference on the application of stresswave theory to piles, Petaling Jaya, Selangor, Malaysia, 9–11 August 2004. McGraw-Hill, New York, pp 153–165

  27. Long J (2016) Static pile load tests on driven piles in intermediate geomaterials. Project No. 0092-12-08, Wisconsin Highway Research Program, Madison, WI.

  28. Long JH, Kerrigan JA, Wysockey MH (1999) Measured time effects for axial capacity of driving piling. Transportation Research Record 1663, Paper No. 99-1183, Transportation Research Board, Washington, DC, pp 8–15

  29. Long J, Anderson A (2014) Improved design for driven piles based on a pile load test program in Illinois: phase 2. Illinois Center for Transportation

  30. Masterton G, Gannon JA, Wallace WA, Wood DM (1999) Piled foundations in weak rock

  31. Masud NB, Ng K, Islam MS, Wulff SS (2022) Static and dynamic pile load tests on steel H-piles in intermediate geomaterials. In: Geo-Congress 2022, pp 104–112

  32. Masud N, Ng KW, Wulff SS, Johnson T (2022) Driven piles in fine grained soil-based intermediate GeoMaterials. J Bridge Eng 27(6)

  33. Matsumoto T, Michi Y, Hirano T (1995) Performance of axially loaded steel pipe piles driven in soft rock. J Geotech Eng 121(4):305–315

    Article  Google Scholar 

  34. Mendes M, Pala A (2003) Type I error rate and power of three normality tests. Pak J Inf Technol 2(2):135–139

    Article  Google Scholar 

  35. Mokwa RL, Brooks H (2008) Axial capacity of piles supportedon intermediate geomaterials. Final Report No. FHWA/MT-08-008/8117-32, Western Transportation Institute, Montana State University, Bozeman, MT

  36. Montana Department of Transportation (MDT) (2008) MDT geotechnical manual: bridge foundations, Section 16, Helena, MT

  37. Morgano CM, White BA (2004) Identifying soil relaxation from dynamic testing. In: Proceedings of the 7th international conference on the application of stresswave theory to piles, pp 415–421

  38. Morton TS (2012) Assessing driven steel pile capacity on rock using empirical approaches. MS Thesis, Department of Civil and Resource Engineering, Dalhousie University, Halifax, Nova Scotia

  39. Ng KW, Roling M, AbdelSalam SS, Suleiman MT, Sritharan S (2013) Pile setup in cohesive soil. I: Experimental investigation. J Geotech Geoenviron Eng 139(2):199–209

    Article  Google Scholar 

  40. Ng KW, Suleiman MT, Sritharan S (2013) Pile setup in cohesive soil. II: analytical quantifications and design recommendations. J Geotech Geoenviron Eng 139(2):210–222

    Article  Google Scholar 

  41. Ng KW, Yasrobi SY, Sullivan TA (2015) Current limitations and challenges with estimating resistance of driven piles on rock as demonstrated using three case studies in Wyoming. In: Proceedings of international foundations congress & equipment exposition, geotechnical Special Publication No. 256, San Antonio

  42. Ng K, Sullivan T (2017) Case studies to demonstrate challenges of driven piles on rock. Geotech Res 4(2):82–93

    Article  Google Scholar 

  43. Ng K, Sullivan T (2017) Challenges and recommendations for steel h-piles driven in soft rock. Geotech Eng 48(3):1–10

    Google Scholar 

  44. Ng K, Masud N, Oluwatuyi O, Wulff SS (2023) Comprehensive field test and geotechnical investigation program for development of LRFD recommendations of driven piles on intermediate geomaterials. Final report submitting to Wyoming Department of Transportation, Cheyenne, WY

  45. O’Neill MW, Reese LC (1999) Drilled shafts: construction procedures and design methods. Publication No. FHWA-IF-99-025, Federal Highway Administration, Office of Implementation, McLean, VA

  46. Paikowsky SG, Birgisson B, McVay M, Nguyen T, Kuo C, Baecher G, Ayyab B, Stenersen K, O’Malley, K, Chernauskas L, O’Neill M (2004) Load and resistance factor design (LRFD) for deep foundations. NCHRP Report No. 507, Transportation Research Board of the National Academics, Washington DC

  47. Picard MD (1971) Classification of fine-grained sedimentary rocks. J Sedim Res 179–195

  48. Prakoso WA, Kulhawy FH (2002) Uncertainty in capacity models for foundations in rock. In: 5th North American rock mechanics symposium, pp 1241–1248

  49. R Core Team (2016) R: A language and environment for statistical computing. R Foundation for Statistical Computing, Vienna, Austria. http://www.R-project.org/

  50. Rackwitz R, Flessler B (1978) Structural reliability under combined random load sequences. Comput Struct 9:489–494

    Article  Google Scholar 

  51. Rehnman S, Broms BB (1971) Bearing capacity of piles driven into rock. Can Geotech J 8(2):151–162

    Article  Google Scholar 

  52. Sakr M (2013) Comparison between high strain dynamic and static load tests of helical piles in cohesive soils. Soil Dyn Earthq Eng 54:20–30

    Article  Google Scholar 

  53. Shapiro SS, Wilk MB (1965) An analysis of variance test for normality (complete samples). Biometrika JSTOR 52(3/4):591–611

    Article  MathSciNet  Google Scholar 

  54. Soliman M, Walter D, Crabtree B, Lee A (2018) Driven steel piles in clay shale on Northeast Anthony Henday Drive in Edmonton. In: 71st Canadian geotechnical conference and the 13th joint CGS/IAH-CNC groundwater conference, Edmonton, Alberta, Canada

  55. Terente V, Irvine J, Comrie R, Crowley J (2015) Pile driving and pile installation risk in weak rock. In: Meyer V (eds) Proceedings of frontiers in offshore geotechnics III. Taylor & Francis Group, UK, pp 569–574

  56. Thomas J, Berg M, Chow F, Maas N (2011) Behaviour of driven tubular steel piles in calcarenite for a marine jetty in Fujairah, United Arab Emirates. In: Frontiers in offshore geotechnics II. Taylor and Francis Group, London

  57. Thompson CD, Thompson DE (1985) Real and apparent relaxation of driven piles. J Geotech Eng 111(2):225–237

    Article  MathSciNet  Google Scholar 

  58. Tomlinson M, Woodward J (2007) Pile design and construction practice. CRC Press

    Book  Google Scholar 

  59. Tomlinson MJ (1980) Foundation design and construction, 4th edn. Pitman Publishing Limited, London

    Google Scholar 

  60. Verbeek G, Tara D, Middendorp P (2015) The subjective element in dynamic load testing results. In: Iskander M, Suleiman MT, Anderson JB, Laefer DF (eds) Proceedings of the international foundations congress and equipment expo 2015, San Antonio, TX, Mar 17 to 21. ASCE, pp 2577–2583

  61. Vesic AS (1970) Tests on instrumented piles, Ogeechee River site. J Soil Mech Found Div 96(2):561–658

    Article  Google Scholar 

  62. Williams AF, Donald IB, Chiu HK (1980) Stress distributions in rock socketed piles. In: International conference on structural foundations on rock, 1980, Sydney, Australia, pp 317–325

  63. Yang J, Tham LG, Lee PKK, Chan ST, Yu F (2006) Behaviour of jacked and driven piles in sandy soil. Géotechnique 56(4):245–259

    Article  Google Scholar 

  64. Yang NC (1956) Redriving characteristics of piles. J Soil Mech Found Div 82(3):1026

    Google Scholar 

  65. Yang NC (1970) Relaxation of piles in sand and inorganic silt. J Soil Mech Found Div 395–409

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Acknowledgements

The authors express their gratitude to the research supports from the Wyoming Department of Transportation as the lead agency, Colorado Department of Transportation, Iowa Department of Transportation, Kansas Department of Transportation, North Dakota Department of Transportation, Idaho Transportation Department and Montana Department of Transportation under the Grant RS05219.

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Authors and Affiliations

  1. Department of Civil and Architectural Engineering and Construction Management, University of Wyoming, 1000 E. University Ave, EN3050, Laramie, WY, 82071-2000, USA

    Nafis Bin Masud & Kam W. Ng

  2. Geotechnical Staff Project Manager, ECS Mid-Atlantic LLC, 14026 Thunderbolt PL Suite 300, Chantilly, VA, 20151, USA

    Harish Kumar Kalauni

  3. Department of Mathematics and Statistics, University of Wyoming, 1000 E. University, Laramie, WY, 82071-3036, USA

    Shaun S. Wulff

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  1. Nafis Bin Masud
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Correspondence to Kam W. Ng.

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Masud, N.B., Ng, K.W., Kalauni, H.K. et al. Reliability-based design improvement and prediction of steel driven pile resistances in rock-based intermediate geomaterials. Acta Geotech. 19, 1083–1105 (2024). https://doi.org/10.1007/s11440-023-01909-1

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