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Spotlight Article

The story of statistics in geotechnical engineering

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Pages 3-25 | Received 08 Oct 2019, Accepted 30 Nov 2019, Published online: 09 Dec 2019

References

  • AbdelSalam, S., F. Baligh, and H. M. El-Naggar. 2015. “A Database to Ensure Reliability of Bored Pile Design in Egypt.” Proceedings of the Institution of Civil Engineers – Geotechnical Engineering 168 (2): 131–143.
  • Abu-Hejleh, N., M. Abu-Farsakh, M. Suleiman, and C. Tsai. 2015. “Development and Use of High-Quality Databases of Deep Foundation Load Tests.” Transportation Research Record: Journal of the Transportation Research Board 2511: 27–36.
  • Adhikari, P., Y. Gebreslasie, K. Ng, T. Sullivan, and S. Wulff. 2018. “Static and Dynamic Analysis of Driven Piles in Soft Rocks Considering LRFD Using a Recently Developed Electronic Database.” In Installation, Testing, and Analysis of Deep Foundations (GSP 294), 83–92. Reston, VA: ASCE.
  • Akbas, S. 2007. “Deterministic and Probabilistic Assessment of Settlements of Shallow Foundations in Cohesionless Soils.” Ph.D. thesis, Cornell University
  • Allen, T., and R. Bathurst. 2018. “Application of the Simplified Stiffness Method to Design of Reinforced Soil Walls.” Journal of Geotechnical and Geoenvironmental Engineering 144 (5): 04018024.
  • Almeida, A. P. R. P., and J. Liu. 2018. “Statistical Evaluation of Design Methods for Micropiles in Ontario Soils.” DFI Journal - The Journal of the Deep Foundation Institute 12 (3): 133–146.
  • Andrus, R. D., K. H. Stokoe, and R. M. Chung. 1999. Draft Guidelines for Evaluating Liquefaction Resistance Using Shear Wave Velocity Measurements and Simplified Procedures. Gaithersburg, MD: US Department of Commerce, Technology Administration, National Institute of Standards and Technology.
  • Asem, P., J. Long, and P. Gardoni. 2018. “Probabilistic Model and LRFD Resistance Factors for the Tip Resistance of Drilled Shafts in Soft Sedimentary Rock Based on Axial Load Tests.” In Innovations in Geotechnical Engineering: Honoring Jean-Louis Briaud (GSP 299), 1–46. Reston, VA: ASCE.
  • Augustesen, A. 2006. “The Effects of Time on Soil Behaviour and Pile Capacity.” Ph.D. thesis, Aalborg University
  • Baecher, G. B. 1987. Statistical Analysis of Geotechnical Data. Report No. GL-87-1, U.S. Vicksburg: Army Engineer Waterways Experiment Station.
  • Baecher, G. B., and J. T. Christian. 2003. Reliability and Statistics in Geotechnical Engineering. London and New York: John Wiley and Sons.
  • Baecher, G. B., and J. T. Christian. 2019. “TH Wu and the Origins of Geotechnical Reliability.” Georisk 13 (4): 242–246.
  • Bahsan, E., H. J. Liao, J. Y. Ching, and S. W. Lee. 2014. “Statistics for the Calculated Safety Factors of Undrained Failure Slopes.” Engineering Geology 172: 85–94.
  • Bathurst, R. J., S. Javankhoshdel, and T. M. Allen. 2017. “LRFD Calibration of Simple Soil-structure Limit States Considering Method Bias and Design Parameter Variability.” Journal of Geotechnical and Geoenvironmental Engineering 143 (9): 04017053.
  • Beer, M., Y. Zhang, S. T. Quek, and K. K. Phoon. 2013. “Reliability Analysis with Scarce Information: Comparing Alternative Approaches in a Geotechnical Engineering Context.” Structural Safety 41: 1–10.
  • Beesley, M. E., and P. J. Vardanega. 2019. “Parameter Variability of Undrained Shear Strength and Strain Using a Database of Reconstituted Soil Tests.” Canadian Geotechnical Journal, in press.
  • BS8004. 1986. Code of Practice for Foundations. London: British Standards Institution.
  • Burland, J. B. 1987. “The Teaching of Soil Mechanics – a Personal View.” Proceedings, 9th European Conference on Soil Mechanics and Foundation Engineering, Dublin, 3 vols., 1427–1447.
  • Burlon, S., R. Frank, F. Baguelin, J. Habert, and S. Legrand. 2014. “Model Factor for the Bearing Capacity of Piles from Pressuremeter Test Results: Eurocode 7 Approach.” Géotechnique 64 (7): 513–525.
  • Cami, B., S. Javankhoshdel, and K. K. Phoon. 2020. “A Review of Scale of Fluctuation for Spatially Varying Soils: Estimation Methods and Values.” ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, under review.
  • Cao, Z., S. Zheng, D. Q. Li, and K. K. Phoon. 2019. “Bayesian Identification of Soil Stratigraphy Based on Soil Behavior Type Index.” Canadian Geotechnical Journal 56 (4): 570–586.
  • Casagrande, A. 1965. “Role of the ‘Calculated Risk’ in Earthwork and Foundation Engineering.” Journal of Soil Mechanics and Foundations Division 91 (SM4): 1–40.
  • Cetin, K. O., R. B. Seed, A. Der Kiureghian, K. Tokimatsu, L. F. Harder, R. E. Kayen, and R. E. S. Moss. 2004. “Standard Penetration Test-based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential.” Journal of Geotechnical and Geoenvironmental Engineering 130 (12): 1314–1340.
  • Chahbaz, R., S. Sadek, and S. Najjar. 2019. “Uncertainty Quantification of the Bond Stress – Displacement Relationship of Shoring Anchors in Different Geologic Units.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 13 (4): 276–283.
  • Chen, Y. J., and F. H. Kulhawy. 1994. Case History Evaluation of Behavior of Drilled Shafts under Axial and Lateral Loading. Report EPRI TR-104601. Palo Alto, CA: Electric Power Research Institute (EPRI)
  • Chen, Y. J., and Y. H. Lee. 2010. “Evaluation of Lateral Interpretation Criteria for Drilled Shaft Capacity.” Journal of Geotechnical and Geoenvironmental Engineering 136 (8): 1124–1136.
  • Chen, Y. J., M. R. Liao, S. S. Lin, J. K. Huang, and M. C. M. .Marcos. 2014. “Development of an Integrated Web-Based System with a Pile Load Test Database and pre-Analyzed Data.” Geomechanics and Engineering 7 (1): 37–53.
  • Chen, Y. J., S. W. Lin, and F. H. Kulhawy. 2011. “Evaluation of Lateral Interpretation Criteria for Rigid Drilled Shafts.” Canadian Geotechnical Journal 48 (4): 634–643.
  • Cheung, R. W. M., and K. W. Shum. 2012. Review of the Approach for Estimation of Pullout Resistance of Soil Nails. GEO Report No. 264. Geotechnical Engineering Office, Civil Engineering and Development Department, Hong Kong
  • Ching, J., D. Q. Li, and K. K. Phoon. 2016. “Statistical Characterization of Multivariate Geotechnical Data.” In Reliability of Geotechnical Structures in ISO2394, edited by K. K. Phoon and J. V. Retief, 89–126. Balkema: CRC Press.
  • Ching, J., K. H. Li, K. K. Phoon, and M. C. Weng. 2018. “Generic transformation models for some intact rock properties.” Canadian Geotechnical Journal 55 (12): 1702–1741.
  • Ching, J., and K. K. Phoon. 2012. “Modeling Parameters of Structured Clays as a Multivariate Normal Distribution.” Canadian Geotechnical Journal 49 (5): 522–545.
  • Ching, J., and K. K. Phoon. 2013. “Multivariate Distribution for Undrained Shear Strengths Under Various Test Procedures.” Canadian Geotechnical Journal 50 (9): 907–923.
  • Ching, J., and K. K. Phoon. 2014. “Correlations Among Some Clay Parameters – the Multivariate Distribution.” Canadian Geotechnical Journal 51 (6): 686–704.
  • Ching, J., and K. K. Phoon. 2015. “Constructing Multivariate Distribution for Soil Parameters.” Chap. 1 in Risk and Reliability in Geotechnical Engineering, 3–76. Balkema: CRC Press.
  • Ching, J., and K. K. Phoon. 2017. “Characterizing Uncertain Site-specific Trend Function by Sparse Bayesian Learning.” Journal of Engineering Mechanics 143 (7): 04017028.
  • Ching, J., and K. K. Phoon. 2019a. “Impact of Auto-correlation Function Model on the Probability of Failure.” Journal of Engineering Mechanics 145 (1): 04018123.
  • Ching, J., and K. K. Phoon. 2019b. “Constructing a Site-specific Multivariate Probability Distribution Using Sparse, Incomplete, and Spatially Variable (MUSIC-X) Data.” Journal of Engineering Mechanics, under review.
  • Ching, J., and K. K. Phoon. 2019c. “Constructing Site-specific Multivariate Probability Distribution Model Using Bayesian Machine Learning.” Journal of Engineering Mechanics 145 (1): 04018126.
  • Ching, J., and K. K. Phoon. 2019d. “Measuring Similarity between Site-specific Data and Records from Other Sites.” ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, in press.
  • Ching, J., K. K. Phoon, J. L. Beck, and Y. Huang. 2017. “Identifiability of Geotechnical Site-specific Trend Functions.” ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering 3 (4): 04017021.
  • Ching, J., K. K. Phoon, and D. Q. Li. 2016. “Robust Estimation of Correlation Coefficients Among Soil Parameters Under the Multivariate Normal Framework.” Structural Safety 63: 21–32.
  • Ching, J., K. K. Phoon, and J. W. Yu. 2014. “Linking Site Investigation Efforts to Final Design Savings with Simplified Reliability-based Design Methods.” Journal of Geotechnical and Geoenvironmental Engineering 140 (3): 04013032.
  • Ching, J., J. S. Wang, C. H. Juang, and C. S. Ku. 2015. “Cone Penetration Test (CPT)-based Stratigraphic Profiling Using the Wavelet Transform Modulus Maxima Method.” Canadian Geotechnical Journal 52 (12): 1993–2007.
  • Ching, J., S. S. Wu, and K. K. Phoon. 2016. “Statistical Characterization of Random Field Parameters Using Frequentist and Bayesian Approaches.” Canadian Geotechnical Journal 53 (2): 285–298.
  • Ching, J., S. Wu, and K. K. Phoon. 2020. “Constructing Quasi-site-specific Multivariate Probability Distribution Using Hierarchical Bayesian Model.” Journal of Engineering Mechanics, ASCE, under review.
  • DeGroot, D. J. 1996. “Analyzing Spatial Variability of in Situ Soil Properties.” In Uncertainty in the Geologic Environment: From Theory to Practice (GSP 58), edited by C. D. Shackelford, P. P. Nelson, and M. J. S. Roth, 210–238. Reston, VA: ASCE.
  • DeGroot, D. J., and G. B. Baecher. 1993. “Estimating Autocovariance of In-situ Soil Properties.” Journal of Geotechnical Engineering 119 (1): 147–166.
  • D’Ignazio, M., T. Lunne, K. H. Andersen, S. L. Yang, B. Di Buò, and T. T. Länsivaara. 2019. “Estimation of Preconsolidation Stress of Clays from Piezocone by Means of High-quality Calibration Data.” AIMS Geosciences 5 (2): 104–116.
  • D’Ignazio, M., K. K. Phoon, S. A. Tan, and T. T. Länsivaara. 2016. “Correlations for Undrained Shear Strength of Finnish Soft Clays.” Canadian Geotechnical Journal 53 (10): 1628–1645.
  • Dithinde, M., K. K. Phoon, M. Wet, and J. Retief. 2011. “Characterization of Model Uncertainty in the Static Pile Design Formula.” Journal of Geotechnical and Geoenvironmental Engineering 137 (1): 70–85.
  • DNV. 2012. “Statistical Representation of Soil Data.” Recommended Practice DNVGL-RP-C207, Det Norske Veritas (DNV), Oslo, Norway.
  • Einstein, H. H., and G. B. Baecher. 1982. “Probabilistic and Statistical Methods in Engineering Geology I. Problem Statement and Introduction to Solution.” In Ingenieurgeologie und Geomechanik als Grundlagen des Felsbaues/Engineering Geology and Geomechanics as Fundamentals of Rock Engineering, edited by L. Muller, 47–61. Vienna: Springer.
  • Einstein, H. H., and G. B. Baecher. 1983. “Probabilistic and Statistical Methods in Engineering Geology. Specific Methods and Examples Part I: Exploration.” Rock Mechanics and Rock Engineering 16 (1): 39–72.
  • Einstein, H. H., V. B. Halabe, J.-P. Dudt, and F. Descoeudres. 1996. “Geologic Uncertainties in Tunnelling.” In Uncertainty in the Geologic Environment: From Theory to Practice (GSP 58), edited by C. D. Shackelford, P. P. Nelson, and M. J. S. Roth, 239–253. Reston, VA: ASCE.
  • EN 1997−1:2004. Eurocode 7: Geotechnical Design — Part 1: General Rules. Brussels, Belgium: European Committee for Standardization (CEN).
  • Feng, S., and P. J. Vardanega. 2019. “Correlation of the Hydraulic Conductivity of Fine-grained Soils with Water Content Ratio Using a Database.” Environmental Geotechnics 6 (5): 253–268.
  • Fenton, G. A., F. Naghibi, D. Dundas, R. J. Bathurst, and D. V. Griffiths. 2016. “Reliability-based Geotechnical Design in the 2014 Canadian Highway Bridge Design Code.” Canadian Geotechnical Journal 53 (2): 236–251.
  • Filippas, O. B., F. H. Kulhawy, and M. D. Grigoriu. 1988. Reliability-based Foundation Design for Transmission Line Structures: Uncertainties in Soil Property Measurement. Report EL-5507(3). Palo Alto: Electric Power Research Institute.
  • Flynn, K. 2014. “Experimental Investigations of Driven Cast in-Situ Piles.” Ph.D. thesis, National University of Ireland, Galway
  • Galbraith, A., E. Farrell, and J. Byrne. 2014. “Uncertainty in Pile Resistance from Static Load Tests Database.” Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 167 (5): 431–446.
  • Garder, J., K. Ng, S. Sritharan, and M. Roling. 2012. An Electronic Database for Drilled SHAft Foundation Testing (DSHAFT). Report No. InTrans Project 10-366, Iowa Department of Transportation
  • Gartner. 2019. “IT Glossary.” Gartner. Accessed October 3, 2019. https://www.gartner.com/it-glossary/dark-data.
  • Geoengineer. 2019. “Professor Ralph Peck’s Legacy Website.” Geoengineer.org. Accessed October 3, 2019. https://peck.geoengineer.org/resources/words-of-wisdom.
  • Hand, D. J. 2014. “Wonderful Examples, but Let’s not Close Our Eyes.” Statistical Science 29: 98–100.
  • Harr, M. E. 1987. Reliability-based Design in Civil Engineering. New York: McGraw-Hill.
  • Hov, S., A. Prästings, E. Persson, and S. Larsson. 2019. “On Empirical Correlations for Normalised Shear Strengths from Fall Cone and Direct Simple Shear Tests in Soft Swedish Clays.” Geotechnical and Geological Engineering, under review.
  • Huang, B. Q., and R. J. Bathurst. 2009. “Evaluation of Soil-Geogrid Pullout Models Using a Statistical Approach.” Geotechnical Testing Journal 32 (6): 489–504.
  • Idriss, I. M., and R. W. Boulanger. 2010. SPT-based Liquefaction Triggering Procedures. Davis, CA: Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California at Davis. Report No. UCD/CGM-10/02.
  • Ismail, S., S. S. Najjar, and S. Sadek. 2018. “Reliability Analysis of Buried Offshore Pipelines in Sand Subjected to Upheaval Buckling.” In Proceedings of the Offshore Technology Conference (OTC). Houston, TX: American Petroleum Institute. OTC-28882-MS.
  • ISO2394:1973/1986/1998/2015. General Principles on Reliability for Structures. Geneva, Switzerland: International Organization for Standardization.
  • Jaksa, M. B. 1995. “The Influence of Spatial Variability on the Geotechnical Design Properties of a Stiff, Overconsolidated Clay.” Ph.D. Dissertation, University of Adelaide.
  • Jaksa, M. B., H. R. Maier, and M. A. Shahin. 2008. “Future Challenges for Artificial Neural Network Modelling in Geotechnical Engineering.” Proceedings, 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), 1710–1719, Goa, India, October 1–6.
  • Joint TC205/TC304 Working Group Report. 2017. “Discussion of Statistical/Reliability Methods for Eurocodes. International Society for Soil Mechanics and Geotechnical Engineering.” http://140.112.12.21/issmge/tc304.htm.
  • Juang, C. H., J. Ching, and Z. Luo. 2013. “Assessing SPT-based Probabilistic Models for Liquefaction Potential Evaluation: A 10-Year Update.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 7 (3): 137–150.
  • Kayen, R., R. E. S. Moss, E. M. Thompson, R. B. Seed, K. O. Cetin, A. D. Kiureghian, Y. Tanaka, and K. Tokimatsu. 2013. “Shear-wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential.” Journal of Geotechnical and Geoenvironmental Engineering 139 (3): 407–419.
  • Ku, C. S., C. H. Juang, C. W. Chang, and J. Ching. 2012. “Probabilistic Version of the Robertson and Wride Method for Liquefaction Evaluation: Development and Application.” Canadian Geotechnical Journal 49 (1): 27–44.
  • Kulhawy, F. H., B. Birgisson, and M. D. Grigoriu. 1992. Reliability-based Foundation Design for Transmission Line Structures: Transformation Models for In-Situ Tests. Report EL-5507(4). Palo Alto: Electric Power Research Institute.
  • Kulhawy, F. H., and P. W. Mayne. 1990. Manual on Estimating Soil Properties for Foundation Design. Report EL-6800. Palo Alto, CA: Electric Power Research Institute.
  • Kulhawy, F. H., T. D. O’Rourke, J. P. Stewart, and J. F. Beech. 1983. Transmission Line Structure Foundations for Uplift-Compression Loading: Load Test Summaries. Appendix to EPRI Final Report EL-2870. Report No. EL-3160-LD. Palo Alto, CA: Electric Power Research Institute (EPRI)
  • Lacasse, S., M. Jamiolkowski, R. Lancellotta, and T. Lunne. 1981. “In Situ Characteristics of Two Norwegian Clays.” Proceedings, 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 2 vols., 507–511.
  • Lacasse, S., Z. Liu, and F. Nadim. 2017. “Probabilistic Characterization of Soil Properties—Recognition of Wilson Tang’s Contribution to Geotechnical Practice.” In Geotechnical Safety and Reliability: Honoring Wilson H. Tang (GSP 286), edited by C. Hsein Juang, R. B. Gilbert, L. Zhang, J. Zhang, and L. Zhang, 2–26. Reston, VA: ASCE.
  • Lacasse, S., and T. Lunne. 1982. “Penetration Tests in Two Norwegian Clays.” Proceedings, Second European Symposium on Penetration Testing, Amsterdam, 661–670.
  • Lacasse, S., and F. Nadim. 1996. “Uncertainties in Characterising Soil Properties.” In Uncertainty in the Geologic Environment: From Theory to Practice (GSP 58), edited by C. D. Shackelford, P. P. Nelson, and M. J. S. Roth, 49–75. Reston, VA: ASCE.
  • Lam, K., and W. K. Li. 1986. “Excerpts from Interview with Professor Peter Lumb.” Hong Kong Statistical Society Newsletter 9 (1): 2–5.
  • Lambe, T. W. 1973. “Predictions in Soil Engineering.” Géotechnique 23 (2): 151–202.
  • Lazarte, C. A. 2011. Proposed Specifications for LRFD Soil-Nailing Design and Construction. NCHRP Report 701. Washington, DC: Transportation Research Board
  • Lehane, B. M., J. K. Kim, P. Carotenuto, F. Nadim, S. Lacasse, R. J. Jardine, and B. F. J. Van Dijk. 2017. “Characteristics of Unified Databases for Driven Piles.” In 8th International Conference of Offshore Site Investigation and Geomechanics. Vol. 1, 162–191. London: Society for Underwater Technology.
  • Li, Z., X. Wang, H. Wang, and R. Y. Liang. 2016. “Quantifying Stratigraphic Uncertainties by Stochastic Simulation Techniques Based on Markov Random Field.” Engineering Geology 201: 106–122.
  • Lin, P. Y., R. Bathurst, and J. Y. Liu. 2017. “Statistical Evaluation of the FHWA Simplified Method and Modifications for Predicting Soil Nail Loads.” Journal of Geotechnical and Geoenvironmental Engineering 143 (3): 04016107.
  • Liu, H. F., L. S. Tang, P. Y. Lin, and G. X. Mei. 2018. “Accuracy Assessment of Default and Modified Federal Highway Administration (FHWA) Simplified Models for Estimation of Facing Tensile Forces of Soil Nail Walls.” Canadian Geotechnical Journal 55 (8): 1104–1115.
  • Liu, S., H. Zou, G. Cai, B. V. Bheemasetti, A. J. Puppala, and J. Lin. 2016. “Multivariate Correlation among Resilient Modulus and Cone Penetration Test Parameters of Cohesive Subgrade Soils.” Engineering Geology 209: 128–142.
  • Long, M. 2001. “Database for Retaining Wall and Ground Movements due to Deep Excavations.” Journal of Geotechnical and Geoenvironmental Engineering 127 (3): 203–224.
  • Long, J. 2013. Improving Agreement between Static Method and Dynamic Formula for Driven Cast-in-Place Piles in Wisconsin. Report No. 0092-10-09, Wisconsin Department of Transportation
  • Long, J. 2016. Static Pile Load Tests on Driven Piles into Intermediate-geo Materials. Report No. WHRP 0092-12-08, Wisconsin Department of Transportation
  • Long, J., and A. Anderson. 2014. Improved Design for Driven Piles Based on a Pile Load Test Program in Illinois: phase 2. Report No. FHWA-ICT-14-019, Illinois Department of Transportation
  • Long, J., J. Hendrix, and D. Jaromin. 2009. Comparison of Five Different Methods for Determining Pile Bearing Capacities. Report No. WisDOT 0092-07-04, Wisconsin Department of Transportation.
  • Lumb, P. 1966. “Variability of Natural Soils.” Canadian Geotechnical Journal 3 (2): 74–97.
  • Marcos, M. C. M., and Y. J. Chen. 2013. “Evaluation of Lateral Interpretation Criteria for Drilled Shaft Capacity in Gravels.” Geotechnical and Geological Engineering 31 (5): 1411–1420.
  • Mariethoz, G., and J. Caers. 2015. Multiple-point Geostatistics - Stochastic Modeling with Training Images. West Sussex: John Wiley & Sons.
  • Marsland, A. 1953. “Model Experiments to Study the Influence of Seepage on the Stability of a Sheeted Excavation in Sand.” Géotechnique 3 (6): 223–241.
  • McVay, M., S. Wasman, L. Huang, and S. Crawford. 2016. Load and Resistance Factor Design (LRFD) Resistance Factors for Auger Cast in Place Piles. Tallahassee, FL: Florida Department of Transportation.
  • Mesri, G., and N. Huvaj. 2007. “Shear Strength Mobilized in Undrained Failure of Soft Clay and Silt Deposits.” In Advances in Measurement and Modeling of Soil Behavior (GSP 173), 1–22. Reston, VA: ASCE.
  • Miyata, Y., and R. J. Bathurst. 2012a. “Measured and Predicted Loads in Steel Strip Reinforced c-Φ Soil Walls in Japan.” Soils and Foundations 52 (1): 1–17.
  • Miyata, Y., and R. J. Bathurst. 2012b. “Analysis and Calibration of Default Steel Strip Pullout Models Used in Japan.” Soils and Foundations 52 (3): 481–497.
  • Miyata, Y., and R. J. Bathurst. 2015. “Reliability Analysis of Geogrid Installation Damage Test Data in Japan.” Soils and Foundations 55 (2): 393–403.
  • Miyata, Y., and R. J. Bathurst. 2019. “Statistical Assessment of Load Model Accuracy for Steel Grid-Reinforced Soil Walls.” Acta Geotechnica 14 (1): 57–70.
  • Miyata, Y., R. J. Bathurst, and T. M. Allen. 2014. “Reliability Analysis of Geogrid Creep Data in Japan.” Soils and Foundations 54 (4): 608–620.
  • Miyata, Y., R. J. Bathurst, and T. Konami. 2011. “Evaluation of Two Anchor Plate Capacity Models for MAW Systems.” Soils and Foundations 51 (5): 885–895.
  • Miyata, Y., Y. Yu, and R. J. Bathurst. 2018. “Calibration of Soil-Steel Grid Pullout Models Using a Statistical Approach.” Journal of Geotechnical and Geoenvironmental Engineering 144 (2): 04017106.
  • Moghaddam, R. B., P. W. Jayawickrama, W. D. Lawson, J. G. Surles, and H. Seo. 2018. “Texas Cone Penetrometer Foundation Design Method: Qualitative and Quantitative Assessment.” DFI Journal – The Journal of the Deep Foundations Institute 12 (2): 69–80.
  • Montoya-Noguera, S., T. Zhao, Y. Hu, Y. Wang, and K. K. Phoon. 2019. “Simulation of Non-stationary Non-Gaussian Random Fields from Sparse Measurements Using Bayesian Compressive Sampling and Karhunen-Loève Expansion.” Structural Safety 79: 66–79.
  • Moormann, C. 2004. “Analysis of Wall and Ground Movements due to Deep Excavations in Soft Soil Based on a new Worldwide Database.” Soils and Foundations 44 (1): 87–98.
  • Moshfeghi, S., and A. Eslami. 2018. “Study on Pile Ultimate Capacity Criteria and CPT-Based Direct Methods.” International Journal of Geotechnical Engineering 12 (1): 28–39.
  • Moss, R. E. S., R. B. Seed, R. E. Kayen, J. P. Stewart, A. Der Kiureghian, and K. O. Cetin. 2006. “CPT-based Probabilistic and Deterministic Assessment of in Situ Seismic Soil Liquefaction Potential.” Journal of Geotechnical and Geoenvironmental Engineering 132 (8): 1032–1051.
  • Motamed, R., S. Elfass, and K. Stanton. 2016. LRFD Resistance Factor Calibration for Axially Loaded Drilled Shafts in the Las Vegas Valley. Report No. 515-13-803, Nevada Department of Transportation.
  • Nanazawa, T., T. Kouno, G. Sakashita, and K. Oshiro. 2019. “Development of Partial Factor Design Method on Bearing Capacity of Pile Foundations for Japanese Specifications for Highway Bridges.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 13 (3): 166–175.
  • National Research Council. 1995. Probabilistic Methods in Geotechnical Engineering. Washington, DC: National Academies Press.
  • Ng, C. W. W., T. L. Y. Yau, J. H. M. Li, and Tang. 2001. “New Failure Load Criterion for Large Diameter Bored Piles in Weathered Geomaterials.” Journal of Geotechnical and Geoenvironmental Engineering 127 (6): 488–498.
  • NGI. 2019. “Peck Library.” Norwegian Geotechnical Institute. Accessed October 3, 2019. https://www.ngi.no/eng/Publications-and-library/NGI-s-Historical-Libraries/Peck-Library.
  • Niazi, F. S. 2014. “Static Axial Pile Foundation Response Using Seismic Piezocone Data.” Ph.D. thesis, Georgia Institute ofTechnology
  • Orchant, C. J., F. H. Kulhawy, and C. H. Trautmann. 1988. Reliability-based Foundation Design for Transmission Line Structures: Critical Evaluation of In-situ Test Methods. Report EL-5507(2). Palo Alto: Electric Power Research Institute.
  • Ou, C. Y., and J. T. Liao. 1987. Geotechnical Engineering Research Report. GT96008. Taipei: National Taiwan University of Science and Technology.
  • Paikowsky, S. G., B. Birgisson, M. McVay, T. Nguyen, C. Kuo, G. B. Baecher, B. Ayyub, et al. 2004. Load and Resistance Factors Design for Deep Foundations. NCHRP Report 507. Washington, DC: Transportation Research Board of the National Academies.
  • Paikowsky, S., M. Canniff, K. Lesny, A. Kisse, S. Amatya, and R. Muganga. 2010. “LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures.” NCHRP Report 651. Washington, DC: Transportation Research Board.
  • Peck, R. B. 1980. “Where has All the Judgment Gone?” Canadian Geotechnical Journal 17 (4): 584–590.
  • Phoon, K. K. 2017. “Role of Reliability Calculations in Geotechnical Design.” Georisk 11 (1): 4–21.
  • Phoon, K. K. 2018. “Editorial for Special Collection on Probabilistic Site Characterization.” ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering 4 (4): 02018002.
  • Phoon, K. K. 2020. “The Goldilocks Dilemma - too Little or too Much Data.” GeoStrata 24 (1), in press.
  • Phoon, K. K., and J. Ching. 2017. “Better Correlations for Geotechnical Engineering.” A Decade of Geotechnical Advances, Geotechnical Society of Singapore (GeoSS), 73–102.
  • Phoon, K. K., J. Ching, and Y. Wang. 2019. “Managing Risk in Geotechnical Engineering – from Data to Digitalization.” Proceedings, 7th International Symposium on Geotechnical Safety and Risk (ISGSR 2019), Taipei, Taiwan, in press.
  • Phoon, K. K., and F. H. Kulhawy. 1999a. “Characterization of Geotechnical Variability.” Canadian Geotechnical Journal 36 (4): 612–624.
  • Phoon, K. K., and F. H. Kulhawy. 1999b. “Evaluation of Geotechnical Property Variability.” Canadian Geotechnical Journal 36 (4): 625–639.
  • Phoon, K. K., and F. H. Kulhawy. 2008. “Serviceability Limit State Reliability-based Design.” In Reliability-based Design in Geotechnical Engineering: Computations and Applications, 344–383. New York: Taylor & Francis.
  • Phoon, K. K., F. H. Kulhawy, and M. D. Grigoriu. 2003. “Multiple Resistance Factor Design for Shallow Transmission Line Structure Foundations.” Journal of Geotechnical and Geoenvironmental Engineering 129 (9): 807–818.
  • Phoon, K. K., S. L. Liu, and Y. K. Chow. 2009. “Characterization of Model Uncertainties for Cantilever Walls in Sand.” Journal of GeoEngineering 4 (3): 75–85.
  • Phoon, K. K., W. A. Prakoso, Y. Wang, and J. Ching. 2016. “Uncertainty Representation of Geotechnical Design Parameters.” Chap. 3 in Reliability of Geotechnical Structures in ISO2394, 49–87. Balkema: CRC Press.
  • Phoon, K. K., J. V. Retief, J. Ching, M. Dithinde, T. Schweckendiek, Y. Wang, and L. M. Zhang. 2016. “Some Observations on ISO2394:2015 Annex D (Reliability of Geotechnical Structures).” Structural Safety 62: 24–33.
  • Phoon, K. K., and C. Tang. 2019. “Characterization of Geotechnical Model Uncertainty.” Georisk 13 (2): 101–130.
  • Qi, X. H., D. Q. Li, K. K. Phoon, Z. Cao, and X. S. Tang. 2016. “Simulation of Geologic Uncertainty Using Coupled Markov Chain.” Engineering Geology 207: 129–140.
  • Rauser, J., and C. Tsai. 2016. “Beneficial use of the Louisiana Foundation Load Test Database.” In Transportation Research Board 95th Annual Meeting, 1–17. Washington, DC: Transportation Research Board.
  • Reddy, S., and A. Stuedlein. 2017. “Ultimate Limit State Reliability-Based Design of Augered Cast-in-Place Piles Considering Lower-Bound Capacities.” Canadian Geotechnical Journal 54 (12): 1693–1703.
  • Roling, M., S. Sritharan, and M. Suleiman. 2011. Development of LRFD Procedures for Bridge Pile Foundations in Iowa. Vol. 1: An electronic Database for Pile Load Tests (PILOT). Report No. IHRB Project TR-573, Iowa Department of Transportation
  • Samtani, N. C., and T. C. Allen. 2018. “Implementation Report – Expanded Database for Service Limit State Calibration of Immediate Settlement of Bridge Foundation on Soil. Report No. FHWA-HIF-18-008. Washington, DC: Federal Highway Administration (FHWA).
  • Shahin, M. A., M. B. Jaksa, and H. R. Maier. 2001. “Artificial Neural Network Applications in Geotechnical Engineering.” Australian Geomechanics 36 (1): 49–62.
  • Shields, M. D., and H. Kim. 2017. “Simulation of Higher-order Stochastic Processes by Spectral Representation.” Probabilistic Engineering Mechanics 47: 1–15.
  • Smith, T., A. Banas, M. Gummer, and J. Jin. 2011. Recalibration of the GRLWEAP LRFD Resistance Factor for Oregon DOT. Report No. FHWA-OR-RD-11-08, Oregon Department of Transportation
  • Spry, M. J., F. H. Kulhawy, and M. D. Grigoriu. 1988. Reliability-based Foundation Design for Transmission Line Structures: Geotechnical Site Characterization Strategy. Report EL-5507(1). Palo Alto: Electric Power Research Institute.
  • Stark, T., J. Long, A. Baghdady, and A. Osouli. 2017. Modified Standard Penetration Test-based Drilled Shaft Design Method for Weak Rocks (phase 2 study). Report No. FHWA-ICT-17-018, Illinois Department of Transportation
  • State of the Nation Report. 2017. “Digital Transformation.” Institution of Civil Engineers. https://www.ice.org.uk/news-and-insight/policy/state-of-the-nation-2017-digital-transformation.
  • Stuyts, B., D. Cathie, and T. Powell. 2016. “Model Uncertainty in Uplift Resistance Calculations for Sandy Backfills.” Canadian Geotechnical Journal 53 (11): 1831–1840.
  • Tang, W. H. 1984. “Principles of Probabilistic Characterization of Soil Properties.” In Probabilistic Characterization of Soil Properties: Bridge Between Theory and Practice, edited by D. S. Bowles and H.-Y. Ko, 74–89. Atlanta, GA: ASCE.
  • Tang, C., and K. K. Phoon. 2016. “Model Uncertainty of Cylindrical Shear Method for Calculating the Uplift Capacity of Helical Anchors in Clay.” Engineering Geology 207: 14–23.
  • Tang, C., and K. K. Phoon. 2018a. “Evaluation of Model Uncertainties in Reliability-Based Design of Steel H-Piles in Axial Compression.” Canadian Geotechnical Journal 55 (11): 1513–1532.
  • Tang, C., and K. K. Phoon. 2018b. “Statistics of Model Factors in Reliability-Based Design of Axially Loaded Driven Piles in Sand.” Canadian Geotechnical Journal 55 (11): 1592–1610.
  • Tang, C., and K. K. Phoon. 2018c. “Statistics of Model Factors and Consideration in Reliability-Based Design of Axially Loaded Helical Piles.” Journal of Geotechnical and Geoenvironmental Engineering 144 (8): 04018050.
  • Tang, C., and K. K. Phoon. 2018. “Statistics of Model Factors and Consideration in Reliability-Based Design of Axially Loaded Helical Piles.” Journal of Geotechnical and Geoenvironmental Engineering 144 (8): 04018050.
  • Tang, C., and K. K. Phoon. 2019a. “Evaluation of Stress Dependent Methods for the Punch-Through Capacity of Foundations in Clay with Sand.” ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering 5 (3): 04019008.
  • Tang, C., and K. K. Phoon. 2019b. “Characterization of Model Uncertainty in Predicting Axial Resistance of Piles Driven In to Clay.” Canadian Geotechnical Journal 56 (8): 1098–1118.
  • Tang, C., and K. K. Phoon. 2019c. “Statistical Evaluation of Model Factors in Reliability Calibration of High Displacement Helical Piles Under Axial Loading.” Canadian Geotechnical Journal. doi:10.1139/cgj-2018-0754.
  • Tang, C., K. K. Phoon, and Y. J. Chen. 2019. “Statistical Analyses of Model Factors in Reliability-Based Limit State Design of Drilled Shafts under Axial Loading.” Journal of Geotechnical and Geoenvironmental Engineering 145 (9): 04019042.
  • Tang, C., K. K. Phoon, D. Q. Li, and S. O. Akbas. 2019. “Expanded Database Assessment of Design Methods for Spread Foundations Under Axial Uplift and Compression.” under preparation.
  • TC304. 2019. “304dB – TC304 Databases.” TC304 (Engineering Practice of Risk Assessment and Management), International Society for Soil Mechanics and Geotechnical Engineering. Accessed October 3, 2019. http://140.112.12.21/issmge/tc304.htm.
  • Terzaghi, K., and R. B. Peck. 1967. Soil Mechanics in Engineering Practice. New York: John Wiley & Sons Inc.
  • Tian, M., D. Q. Li, Z. Cao, K. K. Phoon, and Y. Wang. 2016. “Bayesian Identification of Random Field Model Using Indirect Test Data.” Engineering Geology 210: 197–211.
  • Travis, Q., M. Schmeeckle, and D. Sebert. 2011. “Meta-analysis of 301 Slope Failure Calculations. I: Database Description.” Journal of Geotechnical and Geoenvironmental Engineering 137 (5): 453–470.
  • Vanmarcke, E. H. 1977. “Probabilistic Modeling of Soil Profiles.” Journal of the Geotechnical Engineering Division 103 (11): 1227–1246.
  • Vanmarcke, E. H., and G. A. Fenton. 2003. Probabilistic Site Characterization at the National Geotechnical Experimentation Sites (GSP 121). Reston, VA: ASCE.
  • Vick, S. G. 2002. Degrees of Belief: Subjective Probability and Engineering Judgment. Reston, VA: ASCE.
  • Wang, Y., Y. Hu, and T. Zhao. 2019. “CPT-based Subsurface Soil Classification and Zonation in a 2D Vertical Cross-section Using Bayesian Compressive Sampling.” Canadian Geotechnical Journal. doi:10.1139/cgj-2019-0131.
  • Wang, Y., K. Huang, and Z. Cao. 2013. “Probabilistic Identification of Underground Soil Stratification Using Cone Penetration Tests.” Canadian Geotechnical Journal 50 (7): 766–776.
  • Wang, X., Z. Li, H. Wang, Q. Rong, and R. Y. Liang. 2016. “Probabilistic Analysis of Shield-driven Tunnel in Multiple Strata Considering Stratigraphic Uncertainty.” Structural Safety 62: 88–100.
  • Wang, X., H. Wang, R. Y. Liang, and Y. Liu. 2019. “A Semi-supervised Clustering-based Approach for Stratification Identification Using Borehole and Cone Penetration Test Data.” Engineering Geology 248: 102–116.
  • Wang, X., H. Wang, R. Y. Liang, H. Zhu, and H. Di. 2018. “A Hidden Markov Random Field Model Based Approach for Probabilistic Site Characterization Using Multiple Cone Penetration Test Data.” Structural Safety 70: 128–138.
  • Wang, H., X. Wang, J. F. Wellmann, and R. Y. Liang. 2018. “Bayesian Stochastic Soil Modeling Framework Using Gaussian Markov Random Fields.” ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering 4 (2): 04018014.
  • Wang, H., X. Wang, J. F. Wellmann, and R. Y. Liang. 2019. “A Bayesian Unsupervised Learning Approach for Identifying Soil Stratification Using Cone Penetration Data.” Canadian Geotechnical Journal 56 (8): 1184–1205.
  • Wang, H., J. F. Wellmann, Z. Li, X. Wang, and R. Y. Liang. 2017. “A Segmentation Approach for Stochastic Geological Modeling Using Hidden Markov Random Fields.” Mathematical Geosciences 49 (2): 145–177.
  • Wang, J., Z. Xu, and W. Wang. 2010. “Wall and Ground Movements due to Deep Excavations in Shanghai Soft Soils.” Journal of Geotechnical and Geoenvironmental Engineering 136 (7): 985–994.
  • Wang, Y., and T. Zhao. 2016. “Interpretation of Soil Property Profile from Limited Measurement Data: A Compressive Sampling Perspective.” Canadian Geotechnical Journal 53 (9): 1547–1559.
  • Wang, Y., and T. Zhao. 2017. “Statistical Interpretation of Soil Property Profiles from Sparse Data Using Bayesian Compressive Sampling.” Géotechnique 67 (6): 523–536.
  • Wang, Y., T. Zhao, Y. Hu, and K. K. Phoon. 2019. “Simulation of Random Fields with Trend from Sparse Measurements without De-trending.” Journal of Engineering Mechanics 145 (2): 04018130.
  • Wang, Y., T. Zhao, and K. K. Phoon. 2018. “Direct Simulation of Random Field Samples from Sparsely Measured Geotechnical Data with Consideration of Uncertainty in Interpretation.” Canadian Geotechnical Journal 55 (6): 862–880.
  • White, D., C. Cheuk, and M. Bolton. 2008. “The Uplift Resistance of Pipes and Plate Anchors Buried in Sand.” Géotechnique 58 (10): 771–779.
  • Wood, T., P. Jayawickrama, J. Surles, and W. Lawson. 2012a. “Pullout Resistance of MSE Reinforcements in Backfills Typically Used in Texas: Vol. 2, Test Reports for MSE Reinforcements in Type B (sandy) Backfill.” Research Report: FHWA/TX-13/0-6493-3, Vol. 2, Texas Department of Transportation
  • Wood, T., P. Jayawickrama, J. Surles, and W. Lawson. 2012b. “Pullout Resistance of MSE Reinforcements in Backfills Typically Used in Texas: Vol. 3, Test Reports for MSE Reinforcements in Type A (gravelly) Backfill.” Research Report: FHWA/TX-13/0-6493-3, Vol. 3, Texas Department of Transportation
  • Wu, T. H., M. A. Abdel-Latif, M. A. Nuhfer, and B. B. Curry. 1996. Uncertainty in the Geologic Environment: from Theory to Practice (GSP 58), 76–90. Reston, VA: ASCE.
  • Wu, S. H., J. Y. Ching, and C. Y. Ou. 2013. “Predicting Wall Displacements for Excavations with Cross Walls in Soft Clay.” Journal of Geotechnical and Geoenvironmental Engineering 139 (6): 914–924.
  • Wu, S. H., C. Y. Ou, and J. Y. Ching. 2014. “Calibration of Model Uncertainties in Base Heave Stability for Wide Excavations in Clay.” Soils and Foundations 54 (6): 1159–1174.
  • Wu, T. H., W. H. Tang, D. A. Sangrey, and G. B. Baecher. 1989. “Reliability of Offshore Foundations-state of the Art.” Journal of Geotechnical Engineering 115 (2): 157–178.
  • Xiao, T., D. Q. Li, Z. Cao, and L. M. Zhang. 2018. “CPT-based Probabilistic Characterization of Three-dimensional Spatial Variability Using MLE.” Journal of Geotechnical and Geoenvironmental Engineering 144 (5): 04018023.
  • Yang, Z., R. Jardine, W. Guo, and F. Chow. 2016. A Comprehensive Database of Tests on Axially Loaded Piles Driven in Sand. London: Academic Press.
  • Yuan, J., P. Y. Lin, R. Huang, and Y. Que. 2019. “Statistical Evaluation and Calibration of Two Methods for Predicting Nail Loads of Soil Nail Walls in China.” Computers and Geotechnics 108: 269–279.
  • Yuen, K. V., and G. A. Ortiz. 2016. “Bayesian Nonparametric General Regression.” International Journal for Uncertainty Quantification 6 (3): 195–213.
  • Yuen, K. V., and G. A. Ortiz. 2018. “Multi-resolution Bayesian Nonparametric General Regression for Structural Model Updating.” Structural Control and Health Monitoring 25 (2): e2077.
  • Yuen, K. V., G. A. Ortiz, and K. Huang. 2016. “Novel Nonparametric Modeling of Seismic Attenuation and Directivity Relationship.” Computer Methods in Applied Mechanics and Engineering 311: 537–555.
  • Zhang, L. M., L. M. P. Shek, H. W. Pang, and C. F. Pang. 2006. “Knowledge-based Design and Construction of Driven Piles.” Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 159 (3): 177–185.
  • Zhang, D. M., Y. Zhou, K. K. Phoon, and H. W. Huang. 2019. “Multivariate Probability Distribution of Shanghai Clay Properties.” Engineering Geology, under review.
  • Zhao, T., and Y. Wang. 2018. “Simulation of Cross-correlated Random Field Samples from Sparse Measurements Using Bayesian Compressive Sensing.” Mechanical Systems and Signal Processing 112: 384–400.

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