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Articles

Uncertainty quantification of the bond stress – displacement relationship of shoring anchors in different geologic units

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Pages 276-283 | Received 10 Dec 2018, Accepted 24 Apr 2019, Published online: 15 May 2019

References

  • Basha, B. M., and G. L. S. Babu. 2008. “Target Reliability Based Design Optimization of Anchored Cantilever Sheet Pile Walls.” Canadian Geotechnical Journal 45 (4): 535–548. doi: 10.1139/T08-004
  • Basma, A. A. 1991. “Safety and Reliability of Anchored Bulkhead Walls.” Structural Safety 10 (4): 283–295. doi: 10.1016/0167-4730(91)90035-8
  • Cherubini, C., A. Garrasi, and C. Petrolla. 1992. “The Reliability of an Anchored Sheet-Pile Wall Embedded in a Cohesionless Soil.” Canadian Geotechnical Journal 29 (3): 426–435. doi: 10.1139/t92-047
  • Ching, J., H. J. Liao, and C.-W. Sue. 2008. “Calibration of Reliability-Based Resistance Factors for Flush Drilled Soil Anchors in Taipei Basin.” Journal of Geotechnical and Geoenvironmental Engineering 134 (9): 1348–1363. doi: 10.1061/(ASCE)1090-0241(2008)134:9(1348)
  • Dithinde, M., K. K. Phoon, M. De Wet, and J. V. Retief. 2011. “Characterization of Model Uncertainty in the Static Pile Design Formula.” Journal of Geotechnical and Geoenvironmental Engineering 137 (1): 70–85. doi: 10.1061/(ASCE)GT.1943-5606.0000401
  • Hegazy, Y. A. 2003. “Reliability of Estimated Anchor Pullout Resistance.” In Grouting and Ground Treatment, 772–779. New Orleans, Louisiana, United States: ASCE.
  • Huffman, J. C., and A. W. Stuedlein. 2014. “Reliability-based Serviceability Limit State Design of Spread Footings on Aggregate Pier Reinforced Clay.” Journal of Geotechnical and Geoenvironmental Engineering 140 (10): 04014055. doi: 10.1061/(ASCE)GT.1943-5606.0001156
  • Kim, N. K. 2003. “Performance of Tension and Compression Anchors in Weathered Soil.” Journal of Geotechnical and Geoenvironmental Engineering 129 (12): 1138–1150. doi: 10.1061/(ASCE)1090-0241(2003)129:12(1138)
  • Kwon, M., J. Kim, H. Seo, and W. Jung. 2017. “Long-term Performance of Mechanically Post-Installed Anchor Systems.” Advances in Structural Engineering 20 (3): 288–298. doi: 10.1177/1369433216649396
  • Liu, X., J. Wang, J. Huang, and H. Jiang. 2017. “Full-scale Pullout Tests and Analyses of Ground Anchors in Rocks Under Ultimate Load Conditions.” Engineering Geology 228: 1–10. doi: 10.1016/j.enggeo.2017.07.004
  • Najjar, S. S., E. Shammas, and M. Saad. 2014. “Updated Normalized Load-Settlement Model for Full Scale Footings on Granular Soils.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 8 (1): 3–80.
  • Najjar, S. S., E. Shammas, and M. Saad. 2017. “A Reliability-Based Approach to the Serviceability Limit State Design of Spread Footings on Granular Soil.” Geotechnical Safety and Reliability: Honoring Wilson H. Tang, Geotechnical Special Publication 286, edited by C. H. Juang, R. B. Gilbert, L. M. Zhang, J. Zhang, and L. L. Zhang, 185–202. Reston, VA: ASCE.
  • Phoon, K. K., J. R. Chen, and F. H. Kulhawy. 2006. “Characterization of Model Uncertainties for Augered Cast-in-Place (ACIP) Piles Under Axial Compression.” In Foundation Analysis & Design: Innovative Methods (GSP 153), 82–89. Reston, VA: ASCE.
  • Phoon, K. K., J. R. Chen, and F. H. Kulhawy. 2007. “Probabilistic Hyperbolic Models for Foundation Uplift Movements.” In Probabilistic Applications in Geotechnical Engineering, 1–12. Reston, VA: ASCE. (GSP 170).
  • Powers, W. F. III, J. L. Briaud, and D. E. Weatherby. 1998. “Should Grouted Anchors Have Short Tendon Bond Length?” Journal of Geotechnical and Geoenvironmental Engineering 124 (2): 110–119. doi: 10.1061/(ASCE)1090-0241(1998)124:2(110)
  • Reddy, S. C., and A. W. Stuedlein. 2017. “Serviceability Limit State Reliability-Based Design of Augered Cast-in-Place Piles in Granular Soils.” Canadian Geotechnical Journal 54 (12): 1704–1715. doi: 10.1139/cgj-2016-0146
  • Sabatini, P. J., D. G. Pass, and R. C. Bachus. 1999. “Ground Anchors and Anchored Systems.” Geotechnical circular No. 4, FHWA-IF-99-015, Federal Highway Administration, Department of Transportation, Washington DC.
  • Stuedlein, A. W., and M. Uzielli. 2014. “Serviceability Limit State Design for Uplift of Helical Anchors in Clay.” Geomechanics and Geoengineering 9 (3): 173–186. doi: 10.1080/17486025.2013.857049
  • Tang, C., and K.-K. Phoon. 2018a. “Statistics of Model Factors and Consideration in Reliability-Based Design of Axially Loaded Helical Piles.” Journal of Geotechnical and Geoenvironmental Engineering 144 (8): 04018050. doi: 10.1061/(ASCE)GT.1943-5606.0001894
  • Tang, C., and K. K. Phoon. 2018b. “Evaluation of Model Uncertainties in Reliability-Based Design of Steel H-Piles in Axial Compression.” Canadian Geotechnical Journal 55 (11): 1513–1532. doi: 10.1139/cgj-2017-0170
  • Tang, C., and K. K. Phoon. 2018c. “Statistics of Model Factors in Reliability-Based Design of Axially Loaded Driven Piles in Sand.” Canadian Geotechnical Journal 55 (11): 1592–1610. doi: 10.1139/cgj-2017-0542
  • Uzielli, M. and P. W. Mayne. 2011. “Serviceability Limit State CPT-Based Design for Vertically Loaded Shallow Footings on Sand.” Geomechanics and Geoengineering 6 (2): 91–107. doi: 10.1080/17486025.2010.531146

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