AASHTO (American Association of State Highway and Transportation Officials). (2020). AASHTO LRFD Bridge Design Specifications, 9th ed. AASHTO, Washington DC.
Abdelsalam, S.S., Suleiman, M.T., and Sritharan, S. (2014). “Modeling Load-Transfer Behavior of H-Piles Using Direct Shear and Penetration Test Results.” Geotechnical Testing Journal 37 (4): 1–15.
Abu-Hejleh, N., DiMaggio J.A., Kramer, W.M., Anderson, S., and Nichols, S. (2010). Implementation of LRFD Geotechnical Design for Bridge Foundations. FHWA-NHI-10-039, National Highway Institute, Federal Highway Administration, U.S. Department of Transportation, Washington, DC.
Adami, N., and Stuedlein, A.W. (2015). “Region-Specific Load Transfer Model for Augered Cast-in-Place Piles in Granular Soils.” Proceedings of the International Foundations Congress and Equipment Expo 2015 – Geotechnical Special Publication GSP 256: 712–722.
Ali, F., and Kai, L.S. (2013). “Measurement of Strain Distribution Along Precast Driven Pile During Pile Load Test.” GEOMATE Journal 4 (8): 565–573.
Allen, T.M. (2005). Development of Geotechnical Resistance Factors and Downdrag Load Factors for LRFD Foundation Strength Limit State Design. FHWA-NHI-05-052, National Highway Institute, Federal Highway Administration, U.S. Department of Transportation, Washington, DC.
Altaee, A., Fellenius, B.H., and Evgin, E. (1992). “Axial Load Transfer for Piles in Sand. I. Tests on an Instrumented Precast Pile.” Canadian Geotechnical Journal 29 (1): 11–20.
Amoroso S., Milana, G., Rollins, K.M., Comina, C., Minarelli, L., Manuel, M.R., Monaco, P., et al. (2017). “The First Italian Blast-Induced Liquefaction Test (Mirabello, Emilia-Romagna, Italy): Description of the Experiment and Preliminary Results.” Annals of Geophysics 60 (5).
API (American Petroleum Institute). (2002). API Recommended Practice 2A-WSD - Planning, Designing, and Constructing Fixed Offshore Platforms – Working Stress Design, 21st ed. American Petroleum Institute.
Beyzaei, C.Z., Bray, J.D., Cubrinovski, M., Riemer, M., and Stringer, M. (2018). “Laboratory-Based Characterization of Shallow Silty Soils in Southwest Christchurch.”Soil Dynamics and Earthquake Engineering 110: 93–109.
Bica, A.V., Prezzi, M., Seo, H., Salgado, R., and Kim, D. (2014). “Instrumentation and Axial Load Testing of Displacement Piles.” Proceedings of the Institution of Civil Engineers-Geotechnical Engineering 167 (3): 238–252.
Bjerrum, L., Johannessen, I.J., and Eide, O. (1969). “Reduction of Negative Skin Friction on Steel Piles to Rock.” Seventh International Conference on Soil Mechanics and Geotechnical Engineering, Vol. 2: 27–34.
Bohn, C., Lopes dos Santos, A., and Frank, R. (2017). “Development of Axial Pile Load Transfer Curves Based on Instrumented Load Tests.” Journal of Geotechnical and Geoenvironmental Engineering 143 (1): 04016081.
Boulanger, R.W., and Brandenberg, S.J. (2004). “Neutral Plane Solution for Liquefaction-Induced Down-Drag on Vertical Pile.” In Geotechnical Engineering for Transportation Projects: Proceedings of Geo-Trans 2004, edited by M. K. Yegian and E. Kavazanjian. Geotechnical Special Publication 126: 470–478. ASCE.
Boulanger, R.W., and Idriss, I.M. (2006). “Liquefaction Susceptibility Criteria for Silts and Clays.” Journal of Geotechnical and Geoenvironmental Engineering 132 (11): 1413–1426.
Boulanger, R.W., and Idriss, I.M. (2007). “Evaluation of Cyclic Softening in Silts and Clays.” Journal of Geotechnical and Geoenvironmental Engineering 133 (6): 641–652.
Boulanger, R.W., and Idriss, I.M. (2008). Closure to “Liquefaction Susceptibility Criteria for Silts and Clays.” Journal of Geotechnical and Geoenvironmental Engineering 134 (7): 1027–1028.
Bowles, J.E. (1977). Foundation Analysis and Design, 2nd ed. McGraw–Hill Book Company, New York, NY.
Bozozuk, M. (1970). “Field Observations of Negative Skin Friction Loads on Long Piles in Marine Clay.” Proceedings, Conference on the Design and Installation of Cellular Structures, 273–279.
Bozozuk, M. (1972). “Downdrag Measurements on a 160-ft Floating Pipe Test Pile in Marine Clay.” Canadian Geotechnical Journal 9 (2): 127–136.
Bozozuk, M. (1981). “Bearing Capacity of Pile Preloaded by Downdrag.” Proceedings, 10th International Conference on Soil Mechanics and Foundation Engineering 2: 631–636.
Bozozuk, M., Keenan, G.H., and Pheeney, P.E. (1979). “Analysis of Load Tests on Instrumented Steel Test Piles in Compressible Silty Soil.” ASTM Special Technical Publication 670: 153–180. ASTM International.
Bozozuk, M., and Labrecque, A. (1969). “Downdrag Measurements on 270-ft Composite Piles.” In Performance of Deep Foundations, ASTM Special Technical Publication 444: 15–40. ASTM International.
Bradshaw, A.S., Haffke, S., and Baxter, C.D. (2012). “Load Transfer Curves from a Large-Diameter Pipe Pile in Silty Soil.” In Full-Scale Testing and Foundation Design: Honoring Bengt H. Fellenius: 590–601.
Bray, J.D., and Sancio, R.B. (2006). “Assessment of the Liquefaction Susceptibility of Fine-Grained Soils.” Journal of Geotechnical and Geoenvironmental Engineering 132 (9): 1165–1177.
Bray, J.D., and Sancio, R.B. (2008). Closure to “Assessment of the Liquefaction Susceptibility of Fine-Grained Soils.” Journal of Geotechnical and Geoenvironmental Engineering 134 (7): 1031–1034.
Briaud, J.L., and Tucker, L. (1997). NCHRP Report 393: Design and Construction Guidelines for Downdrag on Uncoated and Bitumen-Coated Piles. TRB, National Research Council, Washington, DC.
Briaud, J.L., Tucker, L.M., and Ng, E. (1989). “Axially Loaded 5 Pile Group and Single Pile in Sand.” In Congrès International de Mécanique des Sols et des Travaux de Fondations, 12: 1121–1124.
Budge, A.S., and Dasenbrock, D.D. (2011). “Performance Data Collected from Instrumentation on a MnDOT Bridge Abutment Foundation Subject to Downdrag.” ASCE Geotechnical Special Publication No. 211 – GeoFrontiers 2011.
Budge, A.S., Dasenbrock, D.D., and Mattison, D.J. (2015). “A Synthesis of Pile Performance Monitoring Projects in Downdrag Environments in Minnesota.” ASCE Geotechnical Special Publication No. 256 – Proceedings of the International Foundations Congress and Equipment Expo 2015.
Canadian Geotechnical Society. (2006). Canadian Foundation Engineering Manual 4th ed. BiTech Publishers, Richmond, BC., Canada.
Chen, Q., Haque, M.N., Abu-Farsakh, M., and Fernandez, B.A. (2014). “Field Investigation of Pile Setup in Mixed Soil.” Geotechnical Testing Journal 37 (2): 268–281.
Chen, Y.L., and Mimura, C.S. (2002). Instrumented Pile Load Test in the Area of Pearl Harbor, Hawaii. Deep Foundation Institute.
Coyle, H.M., and Reese, L.C. (1966). “Load Transfer for Axially Loaded Piles in Clay.”Journal of the Soil Mechanics and Foundations Division 92 (2).
Coyle, H.M., and Sulaiman, I.H. (1967). “Skin Friction for Steel Piles in Sand.”Journal of the Soil Mechanics and Foundation Division 93 (6): 261–278.
Crawford, C.B. (1969). “Instrumentation and Downdrag.” In Performance of Deep Foundations edited by R. Lundgren and E. D’Appolonia. ASTM Special Technical Publication 444: 223–226.
Dadashiserej, A., Jana, A., Ortiz, S.C., Walters, J.J., Stuedlein, A.W., and Evans, T.M. (2022). “Monotonic, Cyclic, and Post-Cyclic Response of Willamette River Silt at the Van Buren Bridge.” Proceedings, Geo-Congress 2022: 431–443.
Dadashiserej, A., Jana, A., Stuedlein, A.W., and Evans, T.M. (2024). “Cyclic Resistance Models for Transitional Silts with Application to Subduction Zone Earthquakes.” Journal of Geotechnical and Geoenvironmental Engineering 150. https://doi.org/10.1061/JGGEFK.GTENG-11671.
Dasenbrock, D.D., Mattison, D.J., and Budge, A.S. (2012). “Measured Live Load Effects on Driven Pipe Piles with Established Drag Load.” Proceedings: University of Minnesota’s 60th Annual Geotechnical Engineering Conference.
Endo, M. A., Minou, A., Kawasaki, I., and Shibata, T. (1969). “Negative Skin Friction Acting on Steel Pipe Pile in Clay.” In 7th International Conference on Soil Mechanics and Foundation Engineering.
Ensoft. (2021). Analysis of Load Versus Settlement for an Axially Loaded Deep Foundation. Ensoft, Inc., Austin, Texas.
Eurocode. (2004). BS EN 1992-1-1-2004. Eurocode 2: Design of Concrete Structures—Part 1-1: General Rules and Rules for Buildings.
Farrell, E., Lehane, B., and Looby, M. (1998). “An Instrumented Driven Pile in Dublin Boulder Clay.” In Proceedings of the Institution of Civil Engineers-Geotechnical Engineering 131 (4): 223–241.
Fellenius, B.H. (1984). “Negative Skin Friction and Settlement of Piles.” Proceedings, 2nd International Seminar, Pile Foundations. Nanyang Technological Institute, Singapore, 1–12.
Fellenius, B.H. (1988). “Unified Design of Piles and Pile Groups.” Highway Research Record, no. 169: 74–82.
Fellenius, B.H. (1991). “Foundation Engineering Handbook.” In Pile Foundations, 2nd ed. Van Nostrand Reinhold Publisher, New York, New York.
Fellenius, B.H. (2002). “Determining the True Distributions of Load in Instrumented Piles.” In Deep Foundations 2002: An International Perspective on Theory, Design, Construction, and Performance:1455–1470.
Fellenius, B.H. (2006). “Results from Long-Term Measurement in Piles of Drag Load and Downdrag.” Canadian Geotechnical Journal 43 (4): 409–430.
Fellenius, B.H. (2017). “Design of Single Piles, Small Pile Groups, and Wide Piled Foundations.” Proceedings, The International Conference on Advancement of Pile Technology and Pile Case Histories edited by P.T. Rahardjo and B.M. Mutapea.
Fellenius, B.H. (2018). “Discussion of ‘Development of Axial Pile Load Transfer Curves Based on Instrumented Load Tests’ by Cécilia Bohn, Alexandre Lopes dos Santos, and Roger Frank.” Journal of Geotechnical and Geoenvironmental Engineering 144 (2).
Fellenius, B.H. (2019). “Observations and Analysis of Wide Piled Foundations.” Canadian Geotechnical Journal 56 (3): 378–397.
Fellenius, B.H. (2021a). “Special Contribution: Comments on Analysis of a Static Loading Test.” IPA NewsLetter 6 (3): 23–30.
Fellenius, B.H. (2021b). “Results of an Instrumented Static Loading Test. Application to Design and Compilation of an International Survey.” Journal of the Deep Foundation Institute 15 (1): 71–87.
Fellenius, B.H., Edvardsson, F., Pettersson, J., Sabattini, M., and Wallgren, J. (2019). “Prediction, Testing, and Analysis of a 50 m Long Pile in Soft Marine Clay.”Journal of the Deep Foundation Institute 13 (2): 1–7.
Fellenius, B.H., Harris, D.E., and Anderson, D.G. (2004). “Static Loading Test on a 45 m Long Pipe Pile in Sandpoint, Idaho.” Canadian Geotechnical Journal 41 (4): 613–628.
Fellenius, B.H., and Siegel, T.C. (2008). “Pile Drag Load and Downdrag in a Liquefaction Event.” Journal of Geotechnical and Geoenvironmental Engineering 134 (9): 1412–1416.
Franke, K.W., and Olson, S.M. (2021). “Practical Considerations Regarding the Probability of Liquefaction in Engineering Design.” Journal of Geotechnical and Geoenvironmental Engineering 147 (8): 04021061.
Goble, G.G., Kovacs, W.D., and Rausche, F. (1972). “Field Demonstration: Response of Instrumented Piles to Driving and Load Testing.” In Performance of Earth and Earth-Supported Structures: 3.
Grosch, J.J., and Reese, L.C. (1980). “Field Tests of Small-Scale Pile Segments in a Soft Clay Deposit Under Repeated Axial Loading.” Proceedings, The Offshore Technology Conference, Paper 3869.
Han, F., Prezzi, M., Salgado, R., and Zaheer, M. (2017). “Axial Resistance of Closed-Ended Steel Pipe Piles Driven into Multilayered Soil.” Journal of Geotechnical and Geoenvironmental Engineering 143 (3).
Hanna, T.H., and Tan, R.H.S. (1973). “The Behavior of Long Piles Under Compressive Loads in Sand.” Canadian Geotechnical Journal 10 (3): 311–340.
Hannigan, P.J., Robinson, B.R., Goble, G.G., Likins, G.E., Rausche, F., and Becker, M.L. (2016). Design and Construction of Driven Pile Foundations. FHWA-NHI-16-009, National Highway Institute, Federal Highway Administration, U.S. Department of Transportation, Washington, DC.
Haque, M.N. (2015). “Field Instrumentation and Testing to Study Set-Up Phenomenon of Driven Piles and Its Implementation in LRFD Design Methodology.” PhD diss. Louisiana State University.
Haque, M.N., Abu-Farsakh, M.Y., Nickel, C., Tsai, C., Rauser, J., and Zhang, Z. (2018). “A Load-Testing Program on Large-Diameter (66-Inch) Open-Ended and PSC-Instrumented Test Piles to Evaluate Design Parameters and Pile Setup.” Transportation Research Record: Journal of the Transportation Research Board, No. 2672 (52): 291–306.
Haque, M.N., Abu-Farsakh, M.Y., Tsai, C., and Zhang, Z. (2017). “Load-Testing Program to Evaluate Pile-Setup Behavior for Individual Soil Layers and Correlation of Setup with Soil Properties.” Journal of Geotechnical and Geoenvironmental Engineering 143(4): 04016109.
Hatanaka, M., and Uchida, A. (1996). “Empirical Correlation Between Penetration Resistance and Internal Friction Angle of Sandy Soils.” Japanese Geotechnical Society, Soils and Foundations 36 (4):1–9.
Holmquist, D.V., and Matlock, H. (1976). “Resistance-Displacement Relationships for Axially Loaded Piles in Soft Clay.” Proceedings, 8th Offshore Technology Conference, Paper OTC 2474: 554–569.
Hong Kong Geotechnical Engineering Office. (2006). Foundation Design and Construction. Geo Publication No.1/2006, Government of Hong Kong Special Administration Region.
Inoue, Y., Tamaoki, K., and Ogai, T. (1977). “Settlement of Building Due to Pile Downdrag.” Proceedings, 9th ICSMFE l (1): 561–564.
Ishimwe, E., Coffman, R.A., and Rollins, K.M. (2018). “Analysis of Post-Liquefaction Axial Capacities of Driven Pile and Drilled Shaft Foundations.” ASCE Geotechnical Special Publication No. 294 – Proceedings of the 3rd International Foundations Congress and Equipment Expo 2018: Installation, Testing, and Analysis of Deep Foundations, IFCEE 2018: 272–283.
Jana, A., and Stuedlein, A.W. (2021). “Monotonic, Cyclic, and Post-Cyclic Responses of an Alluvial Plastic Silt Deposit.” Journal of Geotechnical and Geoenvironmental Engineering 147 (3): 04020174.
Jardine, R., Chow, F., Overy, R., and Standing, J. (2005). ICP Design Methods for Driven Piles in Sand and Clays. Thomas Telford, London.
Jeong, S., and J.-L. Briaud. (1992). Nonlinear Three-Dimensional Analysis of Downdrag on Pile Groups. Research Report, Department of Civil Engineering, Texas A&M University, College Station, Texas.
Johannessen, I.J., and Bjerrum, L. (1965). “Measurement of the Compression of a Steel Pile to Rock due to Settlement of the Surrounding Clay.” Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering 2: 261–264.
Kevan, L.I., Rollins, K.M., Coffman, R.A., and Ishimwe, E. (2019). “Full-Scale Blast Liquefaction Testing in Arkansas USA to Evaluate Pile Downdrag and Neutral Plane Concepts.” Proceedings of the 7th International Conference: Earthquake Geotechnical Engineering 12. Boca Raton, Florida.
Kraft, L.M., Ray, R.P., and Kagawa, T. (1981). “Theoretical t-z Curves.” Journal of Geotechnical and Geoenvironmental Engineering 107 (11): 1543–1561.
Krishnan, S., and Kai, L.S. (2006). “A Novel Approach to the Performance Evaluation of Driven Prestressed Concrete Piles and Bored Cast-in-Place Piles.” Proceedings of 10th International Conference on Piling and Deep Foundations. Amsterdam.
Kulhawy, F.H., and Chen, J.-R. (2007). “Discussion of ‘Drilled Shaft Side Resistance in Gravelly Soils’ by Kyle M. Rollins, Robert J. Clayton, Rodney C. Mikesell, and Bradford C. Blaise.” Journal of Geotechnical and Geoenvironmental Engineering 133 (10): 1325–1328.
Kulhawy, F.H., and Mayne, P.H. (1990). Manual on Estimating Soil Properties for Foundation Design. Report EL-6800, Electric Power Research Institute.
Ladd, C.C., and D.J. DeGroot. (2003). “Recommended Practice for Soft Ground Characterization.”Proceedings of Soil and Rock America 2003, 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering and 39th U.S. Rock Mechanics Symposium 1: 3–57.
Lee, C.J., Bolton, M.D., and Al-Tabaa, A. (2001). “Recent Findings on Negative Skin Friction in Piles and Pile Groups in Consolidating Ground.” Proceedings of the 5th International Conference on Deep Foundation Practice: 273–280.
Leung, C.F., Radhakrishnan, R., and Tan, S.A. (1991). “Performance of Precast Driven Piles in Marine Clay.” Journal of Geotechnical Engineering 117(4): 637–657.
Li, Q., Stuedlein, A.W., and Marinucci, A. (2017). “Axial Load Transfer of Drilled Shaft Foundations With and Without Steel Casing.” DFI Journal – The Journal of the Deep Foundation Institute 11 (1): 13–29.
Loehr, J.E., Lutenegger, A., Rosenblad, B.L., Boeckmann, A., and Brinckerhoff, P. (2016). Geotechnical Engineering Circular No. 5: Geotechnical Site Characterization. National Highway Institute Course No. 132031, U.S. Department of Transportation, Washington, DC.
Mandolini, A., Russo, G., and Viggiani, C. (2005). “Pile Foundations: Experimental Investigations, Analysis, and Design.” Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering 1: 177–213.
Matsumoto, T., Michi, Y., and Hirano, T. (1995). “Performance of Axially Loaded Steel Pipe Piles Driven in Soft Rock.” Journal of Geotechnical Engineering 121(4): 305–315.
Mayne, P.W. (2017). “Stress History of Soils from Cone Penetration Tests.” Soils Rocks 40: 203–218.
Mayne, P.W., and Kemper, J.B. (1988). “Profiling OCR in Stiff Clays by CPT and SPT.”Geotechnical Testing Journal 11(2): 139–147.
Meyerhof, G.G. (1976). “Bearing Capacity and Settlement of Pile Foundations.” Journal of Geotechnical Engineering 102 (3): 195–228.
MnDOT (Minnesota DOT). (2017). 2017 Geotechnical Engineering Manual: Geotechnical Engineering Section. St. Paul, Minnesota.
Mosher, R.L. (1984). Load Transfer Criteria for Numerical Analysis of Axially Loaded Piles in Sand. U. S. Army Waterways Experiment Station, Automatic Data Processing Center, Vicksburg, Mississippi.
Narsavage, P.A. (2019). “Optimizing the Design of Driven Pile Foundations with Instrumented Static Load Tests.” In Geo-Congress 2019: Foundations: 74–87. American Society of Civil Engineers.
NAVFAC (Naval Facilities Engineering Systems Command). (1982). Foundations and Earth Structures, Technical Report NAVFAC DM-7.1 and DM-7.2. U.S. Department of Defense, Washington, DC.
Ng, K.W., Roling, M., Abdel Salam, S.S., Suleiman, M.T., and Sritharan, S. (2013). “Pile Setup in Cohesive Soil. I: Experimental Investigation.” Journal of Geotechnical and Geoenvironmental Engineering 139 (2): 199–209.
Nordlund, R.L. (1979). “Point Bearing and Shaft Friction of Piles in Sand.” Missouri Rolla 5th Annual Short Course on the Fundamentals of Deep Foundation Design, Rolla, MO.
Okabe, T. (1977). “Large Negative Friction and Friction-Free Pile Methods.” Proceedings, 9th International Conference on Soil Mechanics and Foundation Engineering 1: 672–679.
Paik, K., Salgado, R., Lee, J., and Kim, B. (2003). “Behavior of Open- and Closed-Ended Piles Driven into Sands.” Journal of Geotechnical and Geoenvironmental Engineering 129 (4): 296–306.
Petek, K.A., Mitchell, R.A., Buechel, G.J., and Goodyear, D. (2012). “Full-Scale Instrumented Pile Load Test for the Port Mann Bridge, Surrey, British Columbia, Canada.” In Full-Scale Testing and Foundation Design: Honoring Bengt H. Fellenius: 362–375.
Poulos, H.G. (1997). “Piles Subjected to Negative Friction: A Procedure for Design.”Geotechnical Engineering 28 (1): 23–44. Southeast Asian Geotechnical Society.
Poulos, H.G. (2008). “A Practical Design Approach for Piles with Negative Friction.”Proceedings of the Institution of Civil Engineers, Geotechnical Engineering 161 (1) 19–27.
Riker, R.E., and Fellenius, B.H. (1992). “A Comparison of Static and Dynamic Pile Test Results.” In Proceedings of the Fourth International Conference on the Application of Stress-Wave Theory to Piles: 21–24.
Rix, G.J., and K.H. Stokoe, II (1991). “Correlation of Initial Tangent Modulus and Cone Penetration Resistance.” Proceedings of the First International Symposium on Calibration Chamber Testing: 351–362.
Robertson, P.K. (2010). “Soil Behaviour Type from the CPT: An Update.” 2nd International Symposium on Cone Penetration Testing, CPT’10.
Robertson, P.K., and Cabal, K.L. (2015). Guide to Cone Penetration Testing for Geotechnical Engineering, 6th ed. Gregg Drilling & Testing, Inc.
Rollins, K.M. (2019). Proposed AASHTO Specifications for Design of Piles for Downdrag. Contractor’s Draft Report for NCHRP Project 12-116. Brigham Young University, Provo, Utah.
Rollins, K., and J. Hollenbaugh. (2015). “Liquefaction-Induced Negative Skin Friction from Blast-Induced Liquefaction Tests with Auger-Cast Piles.” Proceedings, 6th International Conference Earthquake Geotechnical Engineering. International Society for Soil Mechanics and Geotechnical Engineering.
Rollins, K.M., C. Lusvardi, S. Amoroso, and M. Franceschini. (2019). “Liquefaction-Induced Downdrag on Full-Scale Micropile Foundation.” Proceedings, 2nd International Conference on Natural Hazards and Infrastructure. Innovation Center for Natural Hazards and Infrastructure.
Rollins, K.M., and Sears, B.K. (2008). Pile Downdrag During Construction of Two Bridge Abutments. Final Report to Research Division, Utah Department of Transportation.
Rollins, K.M., and Strand, S.R. (2006). “Downdrag Forces due to Liquefaction Surrounding a Pile.” Proceedings of the 8th U.S. National Conference on Earthquake Engineering. Paper No. 1646.
Rollins, K.M., Strand, S.R., and Hollenbaugh, J.E. (2018). “Liquefaction-Induced Downdrag and Drag Load from Full-Scale Tests.” In Developments in Earthquake Geotechnics. Geotechnical, Geological and Earthquake Engineering (43) edited by S. Iai: 89–109. Springer, Cham.
Russo G., and Viggiani C. (1995). “Long-Term Monitoring of a Pile Foundation.” Fourth International Symposium on Field Measurements in Geomechanics: 283–290.
Sabatini, P.J., Bachus, R.C., Mayne, P.W., Schneider, J.A., and Zettler, T. E. (2002). Geotechnical Engineering Circular 5: Evaluation of Soil and Rock Properties. FHWA-IF-02-034. Federal Highway Administration, U.S. Department of Transportation, Washington, DC.
Samtani, N.C., and Nowatzki, E.A. (2006). Soils and Foundations Reference Manual: Vol. I. Report No. FHWA-NHI-06-088, Federal Highway Administration, Washington, DC.
Schmertmann, J.H. (1975). “Measurement of In Situ Shear Strength.” Proceedings of the Conference on In Situ Measurement of Soil Properties 2: 57–138. ASCE.
Seed, H.B., Wong, R.T., Idriss, I.M., and Tokimatsu, K. (1986). “Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils.” Journal of Geotechnical Engineering 112 (11): 1016–1032. doi: 10.1061/(ASCE)0733-9410(1986)112:11(1016).
Seo, H., Yildirim, I.Z., and Prezzi, M. (2009). “Assessment of the Axial Load Response of an H-Pile Driven in Multilayered Soil.” Journal of Geotechnical and Geoenvironmental Engineering 135 (12): 1789–1804.
Shek, M. P. 2005. “Driveability and Performance of Long Driven Piles Founded in Saprolites.” MPhil thesis, Hong Kong University of Science and Technology, Hong Kong.
Siegel, T.C., Lamb, R., Dasenbrock, D., and Axtell, P.J. (2013). “Alternative Design Approach for Drag Load and Downdrag with the LRFD Framework.” Proceedings of the 38th Annual Conference on Deep Foundations: 23–39.
Siegel, T.C., and McGillivray, A. (2009). “Interpreted Residual Load in an Augered Cast-in-Place Pile.” Proceedings of the 34th Annual Conference on Deep Foundations: 173–182. Deep Foundations Institute.
Sorenson, K., Khosravifar, A., Moug, D., LaVielle, T., and Beaty, M. (2023). “Undrained Cyclic Shear Behavior of Sensitive Saprolite Soil.” Geo-Congress 2023: 38–49. ASCE.
Stuedlein, A.W., Alemu, B., Evans, T.M., Kramer, S.L., Stewart, J.P., Ulmer, K., Ziotopoulou, K. (2023). PEER Workshop on Liquefaction Susceptibility. Report No. PEER 2023-02, Pacific Earthquake Engineering Research Center, University of California, Berkeley, California.
Stuedlein, A.W., Dadashiserej, A., Jana, A., Evans, T.M. (2023). “Liquefaction Susceptibility and Cyclic Response of Intact Nonplastic and Plastic Silts.” Journal of Geotechnical and Geoenvironmental Engineering 149 (1): 04022125.
Stuedlein, A.W., and Gianella, T. (2016). “Drained Timber Pile Ground Improvement for Liquefaction Mitigation.” NCHRP IDEA Project Report 180, Transportation Research Board, Washington, DC.
Stuedlein, A.W., Saye, S.R., and Kumm, B.P. (2020). “SHANSEP-Based Side Resistance of Driven Pipe Piles in Plastic Soils: Revision and LRFD Calibration.” Journal of Geotechnical and Geoenvironmental Engineering 146 (8): 06020010.
Suleiman, M.T., Vande Voort, T., and Sritharan, S. (2010). “Behavior of Driven Ultrahigh-Performance Concrete H-Piles Subjected to Vertical and Lateral Loadings.” Journal of Geotechnical and Geoenvironmental Engineering 136 (10): 1403–1413.
Sun, Y., Li, X., Ren, C., Xu, H., and Han, A. (2020). “Distributed Fiber Optic Sensing and Data Processing of Axial Loaded Precast Piles.” IEEE Access 8: 169136–169145.
Sun, T., Yan, R.W.M., and Su, D. (2013). “Fully Coupled Consolidation Analysis of Shear Strength Mobilization and Drag Load of a Pile Subject to Negative Skin Friction.”International Journal of Geomechanics 15 (3):04014057.
Tavenas, F.A. (1971). “Load Tests Results on Friction Piles in Sand.” Canadian Geotechnical Journal 8 (1): 7–22.
Tawfiq, K., and Caliendo, J. (1995). “Bitumen Coating Versus Plastic Sheeting for Reducing Negative Skin Friction.” Journal of Materials in Civil Engineering 7 (1): 69–81.
Tee, B.P., Lee, S.C., and Chong, M.F. (2019) “Assessment of Long Reinforced Concrete Piles Response under Axial Load Test using Distributed Fibre Optic Strain Sensor.” First Malaysian Geotechnical Society (MGS) and Geotechnical Society of Singapore (GeoSS) Conference 2019, Petaling Jaya, Malaysia.
Tomlinson, M.J. (1980). Foundation Design and Construction, 4th ed. Pitman Advanced Publishing Program, Boston, Massachusetts.
Vanikar, S.N. (1986). Manual on Design and Construction of Driven Pile Foundations, Revision 1. No. FHWA/DP-66-1, Federal Highway Administration, Washington, DC.
Verma, P. (2019) “Monotonic and Cyclic Shear Loading Response of Natural Silts from British Columbia, Canada.” PhD diss., Dept. of Civil Engineering, University of British Columbia, Canada.
Vijayaruban, V.N. (2014). “Liquefaction-Induced Downdrag on Piles and Drilled Shafts.” PhD diss., Washington State University, Department of Civil and Environmental Engineering.
Vijayvergiya, V.N. (1977). “Load-Movement Characteristics of Piles.” Ports ‘77: 4th Annual Symposium of the Waterway, Port, Coastal, and Ocean Division: 269–284. ASCE.
Vipulanandan, C., Guvener, O., and McClelland, M. (2007). “Monitoring the Installation and Curing of a Large-Diameter ACIP Pile in Very Dense Sand, Geotechnical Special Publication GSP 158.” Contemporary Issues in Deep Foundations. Geo-Denver 2007, Denver, Colorado.
Walker, L.K., Darvall, L., and Le, P. (1973). “Dragdown on Coated and Uncoated Piles.”Proceedings, 8th International Conference on Soil Mechanics and Foundation Engineering: 257–262.
Wang, R., and Brandenberg, S. (2013). “Beam on Nonlinear Winkler Foundation and Modified Neutral Plane Solution for Calculating Downdrag Settlement.” Journal of Geotechnical and Geoenvironmental Engineering 139 (9):1433–1442.
Wijewickreme, D., and Sanin, M. (2010). “Post-Cyclic Reconsolidation Strains in Low Plastic Fraser River Silt due to Dissipation of Excess Pore Water Pressures.” Journal of Geotechnical and Geoenvironmental Engineering 136 (10): 1347–1357.
Wijewickreme, D., Soysa, A., and Verma, P. (2019). “Response of Natural Fine-Grained Soils for Seismic Design Practice: A Collection of Research Findings from British Columbia, Canada.” Soil Dynamics and Earthquake Engineering 124: 280–296.
Xing, H.F., Zhao, H.W., Ye, G.B., and Xu, C. (2012). “Effect of Driving Long Pre-Stressed High-Strength Concrete Pipe Piles in Alluvium and Its Mechanical Behavior.” Bulletin of Engineering Geology and the Environment 71 (4): 771–781.
Yang, J., Tham, L.G., Lee, P.K.K., Chan, S.T., and Yu, F. (2006). “Behaviour of Jacked and Driven Piles in Sandy Soil.” Géotechnique 56 (4): 245–259.
Yoon, S., Tsai, C., and Melton, J.M. (2011). “Pile Load Test and Implementation of Specifications of Load and Resistance Factor Design: Case Study of Caminada Bay Bridge Project in Louisiana.” Transportation Research Record: Journal of the Transportation Research Board. No. 2212 (1).
Yoshimine, M., Nishizaki, H., Amano, K. and Hosono, Y. (2006). “Flow Deformation of Liquefied Sand Under Constant Shear Load and Its Application to Analysis of Flow Slide of Infinite Slope.” Soil Dynamics and Earthquake Engineering 26 (2-4): 253–264.
Youd, T.L., and Idriss, I.M. (2001). “Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils.” Journal of Geotechnical and Geoenvironmental Engineering 127 (4): 297–313.
Zhang, G., Robertson, P.K., and Brachman, R.W. (2002). “Estimating Liquefaction-Induced Ground Settlements from CPT for Level Ground.” Canadian Geotechnical Journal 39 (5): 1168–1180.