Jon Huffman, P.E., G.E.
Professional Engineer: Oregon
Geotechnical Engineer: Oregon
BS Civil Engineering, Oregon State University
MEng Civil Engineering, Oregon State University
Jon joined the Foundation Engineering team in 2004 while completing his graduate studies at Oregon State University (OSU). Jon currently serves as a senior project engineer in the Corvallis office, and has an extensive experience with transportation-related projects, including over 50 bridge projects and over 50 airport projects. Jon is also currently pursuing a doctorate degree at OSU. His research topics include reliability-based design of spread footings on fine‑grained soils and on aggregate pier improved soil.
Corvallis Office | 541-757-7645 | firstname.lastname@example.org
Huffman, J.C., Martin, J.P., and Stuedlein, A.W. (2016) "Calibration and assessment of reliability-based serviceability state limit procedures for foundation engineering", Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, DOI: 10.1080/17499518.2016.1183797.
Huffman, J.C., Strahler, A.W., and Stuedlein, A.W. (2015) “Reliability-based Serviceability Limit State Design for Immediate Settlement of Spread Footings on Clay,” Soils and Foundations, August 2015, Vol. 55, No. 4, pp. 798-812.
Huffman, J.C. and Stuedlein, A.W. (2014) “Reliability-based Serviceability Limit State Design of Spread Footings on Aggregate Pier Reinforced Clay,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 140, No. 10, pp. 04014055.
Stuedlein, A.W., Huffman, J.C., and Reddy, S.C. (2014) “Ultimate Limit State Reliability-based Design of Spread Footings on Aggregate Pier-Reinforced Clay,” Ground Improvement, Thomas Telford Press, London, UK., Vol. 167, No. 4, pp. 291-300.
Huffman, J.C., Martin, J.P., and Stuedlein, A.W. (2015) “Assessment of Reliability-based Serviceability Limit State Procedures using Full-Scale Loading Tests,” Proceedings, 5th International Symposium on Geotechnical Safety and Risk, 5ISGSR, Rotterdam, The Netherlands, 13-16 November.
Huffman, J.C., and Stuedlein, A.W. (2015) “Effect of Correlation Structure Model on Geotechnical Reliability-based Serviceability Limit State Simulations,” Proceedings, 12th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP12, Vancouver, Canada, July 12-15, 2015, Paper 574, 8 pp.