263
Views
0
CrossRef citations to date
0
Altmetric
Research Articles

A case study of resistance factors for bearing capacity of shallow foundations using plate load test data in Korea

ORCID Icon, ORCID Icon, ORCID Icon, ORCID Icon, ORCID Icon & ORCID Icon
Pages 490-502 | Received 06 Aug 2021, Accepted 09 Nov 2022, Published online: 15 Dec 2022

References

  • AASHTO. 2020. LRFD Bridge Design Specifications, SI Units. 9th ed. Washington, DC: American Association of State Highway and Transportation Officials (AASHTO).
  • AbdelSalam, S. S., S. Sritharan, and M. T. Suleiman. 2010. “Current Design and Construction Practices of Bridge Pile Foundations with Emphasis on Implementation of LRFD.” ASCE, Journal of Bridge Engineering 15: 6. doi:10.1061/(ASCE)BE.1943-5592.0000118.
  • Abu-Farsakh, M. Y., S. M. Yoon, and C. Tsai. 2009. Calibration of Resistance Factors Needed in the LRFD Design of Driven Piles. Report No. FHWA/LA.09.449. Louisiana Transportation Research Center.
  • Ahmed, Aseel Y., Andrzej S. Nowak, and Maria M. Szerszen. 2018. “Reliability Analysis of Settlement for Shallow Foundations in Bridges.” In IFCEE 2018: Advances in Geomaterial Modeling and Site Characterization, ISBN (PDF): 9780784481585.
  • Akbas, S., and F. H. Kulhawy. 2009. “Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior.” Journal of Geotechnical and Geoenvironmental Engineering 135 (11): 1562–1574. doi:10.1061/(ASCE)GT.1943-5606.0000135.
  • Allen, T. M., A. S. Nowak, and R. J. Bathurst. 2005. “Calibration to Determine Load and Resistance Factors for Geotechnical and Structural Design.” Transportation Research Circular (E-C079).
  • ASTM D1194. 1994. Standard Test Method for Bearing Capacity of Soil for Static Load and Spread Footings.
  • Bozorgzadeh, N., and R. J. Bathurst. 2019a. “A Bayesian Approach to Reliability of MSE Walls.” Georisk. doi:10.1080/17499518.2019.1666999.
  • Bozorgzadeh, N., and R. J. Bathurst. 2019b. “Bayesian Model Checking, Comparison and Selection with Emphasis on Outlier Detection for Geotechnical Reliability-Based Design.” Computers and Geotechnics 116: 103181. doi:10.1016/j.compgeo.2019.103181.
  • Bozorgzadeh, N., and R. J. Bathurst. 2020. “Hierarchical Bayesian Approaches to Statistical Modelling of Geotechnical Data.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 1–18. doi:10.1080/17499518.2020.1864411.
  • Bozorgzadeh, N., R. J. Bathurst, T. M. Allen, and Y. Miyata. 2020. “Reliability-Based Analysis of Internal Limit States for MSE Walls Using Steel-Strip Reinforcement.” Journal of Geotechnical and Geoenvironmental Engineering 146 (1). doi:10.1061/(ASCE)GT.1943-5606.0002192.
  • Butler, H. D., and Horace E. Hoy. 1977. User Manual for the Texas Quick Load Method for Foundation Load Test. Washington, DC: Federal Highway Administration Office of Development. 59 pp.
  • Davis, Nathan, and Masoud Sanayei. 2018. “Reliability Analysis of Existing Bridge Foundations for Reuse.” Model Validation and Uncertainty Quantification 3: 61–64.
  • Davisson, M. T. 1972. “High Capacity Piles.” In Proceedings, Lecture Series, Innovations in Foundation Construction, ASCE, Illinois Section, 81–112. Chicago, IL, March 22.
  • Dunham, J. W. 1954. “Pile Foundations for Buildings.” Proceedings ASCE, Soil Mechanics and Foundation Division.
  • Ellingwood, B. R., Galambos, T. V., MacGregor, J. G., and Cornell, C. A. 1980. Development of a probability based load criterion for American National Standard A58, NBS Special Publication 577. Washington, DC: Department of Commerce, National Bureau of Standards.
  • FHWA. 1997. Design and Construction of Driven Pile Foundations. Volumes I, No. FHWA-NHI-16-009.
  • Foye, K. C., R. Salgado, and B. Scott. 2006. “Assessment of Variable Uncertainties of Reliability-Based Design Foundations.” Journal of Geotechnical and Geoenvironmental Engineering 132 (9): 1197–1207. doi:10.1061/(ASCE)1090-0241(2006)132:9(1197).
  • Gelman, A., J. Hwang, and A. Vehtari. 2014. “Understanding Predictive Information Criteria for Bayesian Models.” Statistics and Computing 24 (6): 997–1016. doi:10.1007/s11222-013-9416-2.
  • Gelman, A., and D. B. Rubin. 1992. “Inference from Iterative Simulation Using Multiple Sequences.” Statistical Science 7 (4): 457–472.
  • Geweke, J. 1991. Evaluating the Accuracy of Sampling-Based Approaches to the Calculation of Posterior Moments. Vol. 196. Minneapolis, MN: Federal Reserve Bank of Minneapolis, Research Department.
  • Hansell, W. C., and I. M. Viest. 1971. “Load Factor Design for Steel Highway Bridges.” Engineering Journal AISC 8 (4): 113–123.
  • Hasofer, A. M., and N. C. Lind. 1974. “Exact and Invariant Second-Moment Code Format.” ASCE Journal of the Engineering Mechanics Division 100 (1): 111–121. doi:10.1061/JMCEA3.0001848.
  • Hudson, John. 2008. “A Comparison of Load Test Data and Predicted Behavior of Augercast Piles in La Cast Piles in Layered Soils.” Masters thesis, University of Central Florida. http://library.ucf.edu.
  • ISO 19901-4. 2003. Petroleum and Natural Gas Industries-Specific Requirements for Offshore Structures-Part4: Geotechnical and Foundation Design Considerations. 1st ed.
  • ISRM (International Society for Rock Mechanics). 2007. Rock characterization testing & monitoring.
  • KICT. 2017. Field Plate Load Test Data and the Site Investigation Reports, Phase 1, 2 and 3.
  • Kim, D., H. Kim, J. Suh, and N. Yoo. 2015. “Analysis of LRFD Resistance Factor for Shallow Foundation on Weathered Soil Ground.” Journal of the Korean Geo-Environmental Society 16 (6): 5–11. doi:10.14481/jkges.2015.16.6.5
  • Kim, K. S., and S. Lee. 2012. “Evaluation of Size Effects of Shallow Foundation Settlement Using Large Scale Plate Load Test.” Journal of the Korean Geotechnical Society. doi:10.7843/KGS.2012.28.7.67.
  • KS F 2444. 1990. Testing Method for Bearing Capacity of Soil for Static Load on Spread Footings.
  • Kwak, K., K. J. Kim, J. Huh, J. H. Lee, and J. H. Park. 2010. “Reliability-Based Calibration of Resistance Factors for Static Bearing Capacity of Driven Steel Pipe Piles.” Canadian Geotechnical Journal 47 (5): 528–538. doi:10.1139/T09-119.
  • Meyerhof, G. G. 1970. “Safety Factors in Soil Mechanics.” Canadian Geotechnical Journal 7 (4): 349–355. doi:10.1139/t70-047.
  • Ministry of Land, Infrastructure and Transport. 2015. Foundation Design Standard for a General Structure.
  • Nadim, F., S. Lacasse, Z. Liu, and B. Lehane. 2020. “Improving the Reliability of the Calculated Axial Capacity of Piles in Sand.” In Proceedings of 4th International Symposium on Frontiers in Offshore Geotechnics (ISFOG 21), Article #3433. Austin, TX. November 8–11. Hawthorne: Deep Foundations Institute. http://www.dfi.org/publications.asp?cl=1069.
  • Onisiphorou, C. 2011. “Reliability Analysis of Bearing Capacity for Shallow Foundations Based on Eurocode 7.” ISGSR 2011 – Vogt, Schuppener, Straub & Bräu (eds), ISBN 978-3-939230-01-4.
  • Paikowsky, S. G. 2004. Load and Resistance Factor Design for Deep Foundations. NCHRP Report 507. Washington, DC: Transportation Research Board.
  • Phoon, K. K., and C. Tang. 2019. “Characterisation of Geotechnical Model Uncertainty.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 13 (2): 101–130. doi:10.1080/17499518.2019.1585545.
  • Prabhakar, Y. S. 2018. “Prediction of Bearing Capacity of Highly Weathered Khondalytic Rock Formations.” International Journal of Civil Engineering and Technology (IJCIET) 9 (7): 96–104.
  • R Core Team. 2019. R A Language and Environment for Statistical Computing. Vienna: R Foundation for Statistical Computing.
  • Stan Development Team. 2018. RStan the R interface to Stan. R Package Version 2.17.3. http://mc-stan.org.
  • Surles, J. G., H. Seo, J. Doerzbacher, W. D. Lawson, and P. W. Jayawickrama. 2019. “Confidence Intervals for Resistance Factors in Geotechnical LRFD Applications.” Structural Safety 80: 1–12. doi:10.1016/j.strusafe.2019.03.003.
  • Tang, C., and K. K. Phoon. 2019. “Characterization of Model Uncertainty in Predicting Axial Resistance of Piles Driven Into Clay.” Canadian Geotechnical Journal 56 (8): 1098–1118. doi:10.1139/cgj-2018-0386.
  • 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. doi:10.1061/(ASCE)GT.1943-5606.0002087.
  • Terzaghi, K. 1943. Theoretical Soil Mechanics. New York: Wiley.
  • Vesic, A. S. 1973. “Analysis of Ultimate Loads of Shallow Foundations.” ASCE Journal of the Soil Mechanics and Foundations Division 99 (SM1): 45–73. doi:10.1061/JSFEAQ.0001846.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.