Chapter
Aug 6, 2020
Pipelines 2020

Simplified Application of the Delft Method to Estimate Maximum Allowable Annular Pressure in HDD

Publication: Pipelines 2020

ABSTRACT

The Delft method has been broadly used for inadvertent return (IR) assessment in the horizontal directional drilling (HDD) industry. Prediction of the maximum allowable mud pressure, Pmax, using the Delft equation requires multiple geotechnical parameters as inputs; however, this often poses challenges for practitioners. Since there is no apparent guideline established for the extraction of geotechnical parameters from site investigation data, the determination of Delft equation inputs becomes subjective, which ultimately results in the Pmax prediction being unsystematic. Instead of converting site investigation data—such as the N-value from the standard penetration test (SPT)—into laboratory-based geotechnical parameters, a direct method of determination of Pmax from the N-value is considered to be preferable. In this paper, a guideline for predicting Pmax using the N-value is presented. Multiple correlations between N-values and geotechnical parameters have been evaluated, and these are introduced into Delft equation using a conservative margin of error.

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REFERENCES

Ajayi, L.A. and Balogum, L.A. (1988), “Penetration Testing in Tropical Lateritic and Residual Soils – Nigerian Experience”, Proceedings of the First International Symposium on Penetration Testing, ISOPT-1, Orlando, March 20-24, 1998, Vol. 1, pp. 315–328.
Andresen, J., and Staheli, K., (2019) “Engineering Judgement in Maximum Bore Pressure Design” Proceedings of 2019 No-Dig Conference, Chicago, Illinois, March 17-20, 2019.
Bowles, J.E., (1996) – Foundation Analysis and Design, The McGraw Hill Companies, Inc., Fifth Edition, New York.
Callanan, J.F., and Kulhawy, F.H., (1985) “Evaluation of Procedures for Predicting Foundation Uplift Movements”, Electric Power Research Institute, Palo Alto, Aug. 1985, 124p.
Clayton, C.R.I., (1990) “SPT Energy Transmission: Theory, Measurement and Significance,” Ground Engineering, Vol. 23, No. 10, pp. 35–43.
Das, B.M., and Sobhan, K., (2013) – Principles of Geotechnical Engineering, Cengage Learning, Eighth Edition, Stamford.
de Mello, V.F.B., (1971) “The Standard Penetration Test”, 4th Panamerican Conference on Soil Mechanics and Foundation Engineering, San Juan, Puerto Rico, June, Vol. 1, pp. 1–86.
Décourt, L., (1990) “The Standard Penetration Test,”, Norwegian Geotechnical Institute Publication, Oslo, Norway, Vol. 179, Part II, pp. 1–12.
Gibbs, H.J., and Holtz, W.G., (1956) “Research on Determining the Density of Sands by Spoon Penetration Testing”, Proceedings of the 4th International Conference on Soil Mechanics, London, UK, 1957, Vol. 1, pp. 35–39.
Hara, A., Ohta, T., Niwa, M., Tanaka, S., and Banno, T., (1974), “Shear Modulus and Shear Strength of Cohesive Soils,” Soils and Foundation, Vol. 14, No. 3, Sept. 1974, pp. 1–12.
Hettiarachchi, H. and Brown, T. (2009) “Use of SPT Blow Counts to Estimate Shear Strength Properties of Soils: Energy Balance Approach,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 135, No. 6, pp. 830–834.
Keulen, B., (2001) Maximum Allowable Pressures During Horizontal Directional Drillings Focused on Sand, Master thesis, Delft Univ. of Technology, Delft, Netherlands.
Kovacs, W.D., Salomone, L.A., and Yokel, F.Y., (1981) “Energy Measurement in the Standard Penetration Test”, NBS Building Science Series 135, National Bureau of Standards, Washington.
Kulhawy, F.H., and Mayne, P.W. (1990) Manual on Estimating Soil Properties for Foundation Design., Electric Power Research Institute, Palo Alto, Calif.
Landing, D., (2019) “A Comparison of Different Inadvertent Return Prediction Methods in Sand Profiles and an Introduction to Testing their Validity with Real World Examples” Proceedings of 2019 No-Dig Conference, Chicago, Illinois, March 17-20, 2019.
Luger, H.J., and Hergarden, H.J.A.M., (1988) “Directional Drilling in Soft Soil: Influence of Mud Pressure”, International Society of Trenchless Technology, No-Dig Conference, Washington, D.C., October 16-19, 1988.
Mayne, P.W., and Frost, D.D., (1989) “Dilatometer Experience in Washington, D.C., and Vicinity”, Transportation Research Record 1169, Transportation Research Board, Washington, 1989, pp. 16–23.
Meyerhof, G.G., (1956) “Penetration Tests and Bearing Capacity of Cohesionless Soils”, Journal of Soil Mechanics and Foundation Division, ASCE, Vol. 82, No. SM1, Jan. 1956, pp. 1–19.
Miller, M.A., and Robinson, J.L., (2019) “Soil Mechanics and Calculating Hydraulic Fracture Risk” Proceedings of 2019 No-Dig Conference, Chicago, Illinois, March 18-21, 2019.
Nassaji, F., and Kalantari, B., (2011), “SPT capability to estimate undrained shear strength of fine-grained soils of Tehran, Iran”, Electronic Journal of Geotechnical Engineering, Vol. 16, 2011, pp. 1229-1238.
Neher, M., and Bennett, D., (2019) “Hydrofracture Risk Evaluation: Advancing Design Practice” Proceedings of 2019 No-Dig Conference, Chicago, Illinois, March 17-20, 2019.
NEN, (2017) NEN 3650-1+C1:2017. Eisen voor buisleidingsystemen – Deel 1: Algemene eisen (Requirements for pipeline systems – Part 1: General requirements), in English.
Ohya, S., Imai, T., and Matsubara, M., (1982) “Relationships between N-value by SPT and LLT measurement results”, Proceedings of the Second European Symposium on Penetration Testing, Vol. 1, Amsterdam, 1982, pp. 125–130.
Peck, R.B., Hanson, W.E., and Thorburn, T.H., (1974) – Foundation Engineering, John Wiley and Sons, Second Edition, New York.
Rostami, A., (2017) Prediction and Evaluation of Annular Pressure in Horizontal Directional Drilling, Ph.D. Thesis, University of Alberta, Edmonton, Alberta, Canada, April 2017.
Sanglerat, G., (1972) – The Penetration and Soil Exploration; Interpretation of Penetration Diagrams — Theory and Practice, Elsevier Publishing Co, Amsterdam.
Schmertmann, J.H., (1975) “Measurement of In-Situ Shear Strength”, Proceedings of ASCE Specialty Conference on In-Situ Measurement of Soil Properties, Vol. 2, Raleigh, 1975, pp. 57–138. (Closure: pp. 175–179).
Seed, H.B., Tokimatsu, K., Harder, L.F. and Chung, R.M. (1985) “Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations,” ASCE Journal of Geotechnical Engineering, Vol. 111, No. 12, pp. 1425–1445.
Sivrikaya, O., and Toğrol, E., (2002), “Relations between SPT-N and qu,” 5th Intern. Congress on Advances in Civil Engineering, Istanbul, Turkey, 2002, pp. 943–952.
Sivrikaya, O., and Toğrol, E., (2006), “Determination of undrained strength of fine-grained soils by means of SPT and its application in Turkey”, Engineering Geology, Vol. 86, No. 1, 2006, pp. 52–69.
Sivrikaya, O., (2009), “Comparison of Artificial Neural Networks Models with Correlative Works on Undrained Shear Strength”, Eurasian Soil Science, Vol. 42, No. 13, 2009, pp. 1487–1496.
Skempton, A.W., (1986) Standard Penetration Test, Procedures and Effects in Sands of Overburden, Relative Density, Particle Size, Aging and Over-consolidation. Geotechnique, Vol. 36, No.3, pp. 425-447.
Sowers, G.F., (1979) – Introductory Soil Mechanics and Foundations: Geotechnical Engineering, Macmillan, Fourth Edition, New York.
Staheli, K., Bennett, D., O’Donnell, H.W., and Hurley, T.J., (1998), “Installation of Pipelines beneath Levees Using Horizontal Directional Drilling”, CPAR-GL-98-1, April 1998.
Staheli, K., Price, C.G., and Wetter, L., (2010), “Effectiveness of Hydrofracture Prediction for HDD Design” Proceedings of 2010 No-Dig Conference, Chicago, Illinois, May 2-7, 2010.
Stroud, M.A., (1974), “The Standard Penetration Test in Insensitive Clays and Soft Rocks”, Proceedings of the European Symposium on Penetration Testing, Stockholm, June 5-7, 1974, Vol. 2, No. 2, pp. 367–375.
Terzaghi, K., Peck, R.B., and Mesri, G., (1996) – Soil Mechanics in Engineering Practice, John Wiley and Sons, Third Edition, New York.
Terzaghi, K. and Peck, R.B., (1967) – Soil Mechanics in Engineering Practice, John Wiley and Sons, Second Edition, New York.
USACE, (2007) Hurricane and Storm Damage Reduction System Design Guidelines. U.S. Army Corps of Engineers, New Orleans District. October 23, 2007.
Van Brussel, G.G., and Hergarden, H.J.A.M., (1997) “Research CPAR program: Installation of Pipelines beneath Levees Using Horizontal Directional Drilling”, Dept. of Foundations and Underground Engineering, Delft Geotechnics, Delft, Netherlands, pp. 1–16.
Xia, H., (2009) Investigation of Maximum Mud Pressure within Sand and Clay during Horizontal Directional Drilling, Ph.D. Thesis, Queens University, Kingston, Ontario, Canada, January 2009.

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Go to Pipelines 2020
Pipelines 2020
Pages: 559 - 573
Editors: J. Felipe Pulido, OBG, Part of Ramboll and Mark Poppe, Brown and Caldwell
ISBN (Online): 978-0-7844-8320-6

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Published online: Aug 6, 2020
Published in print: Aug 6, 2020

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Inshik Park [email protected]
Consortium for Engineered Trenchless Technologies, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada. Email: [email protected]
Alireza Bayat, Ph.D. [email protected]
P.Eng.
Consortium for Engineered Trenchless Technologies, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada. Email: [email protected]

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