Chapter
Mar 23, 2023

Small-Strain Behavior and Stress Path Rotation Angle Effects of Hawthorn Group Sands in Central Florida

Publication: Geo-Congress 2023

ABSTRACT

The small-strain behavior and effects of stress path rotation angle of Hawthorn Group (HG) sands in Central Florida are examined in this paper. A series of directional-stress-probe tests were conducted on high-quality HG sand samples extracted from the deep foundation test site (DFTS) at the University of Central Florida (UCF). The small-strain response was studied under undrained and drained triaxial conditions following compression and extension stress paths using internal instrumentation, bender elements (BE), and Hall effect (HE) displacement transducers. For the entire testing program, the stress history of the material was reproduced during the reconsolidation stage in order to isolate the effects of stress path rotation angle. The discussion is centered on the small-strain behavior with emphasis on shear, bulk, and cross-coupling moduli degradation. The results showed that the small-strain stiffness behavior of this material is affected by the stress path rotation angle.

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REFERENCES

Andresen, A., and Kolstad, P. (1979). “The NGI 54 mm Sampler for Undisturbed Sampling of Clays and Representative Sampling of Coarser Materials.” Int. Symp. Soil Sampl., Singapore, 13–21.
Aparicio-Ortube, A. J., Arboleda-Monsalve, L. G., and Zapata-Medina, D. G. (2022). “Intralayer Variability and Compressibility of Hawthorn Group Soils.” Geotech. Geol. Eng.
Aparicio-Ortube, A. J., Arboleda-Monsalve, L. G., Zapata-Medina, D. G., and Jones, L. (2021). “Stress History Effects on Shear Stiffness Degradation under Compression Paths of Hawthorn Group Clays in Central Florida.” IFCEE 2021, American Society of Civil Engineers, 224–233.
Atkinson, J. H., Richardson, D., and Stallebrass, S. E. (1990). “Effect of Recent Stress History on the Stiffness of Overconsolidated Soil.” Géotechnique, 40(4), 531–540.
Becker, D. E., Crooks, J. H. A., Been, K., and Jefferies, M. G. (1987). “Work as a Criterion for Determining In Situ and Yield Stresses in Clays.” Can. Geotech. J., 24(4), 549–564.
Bjerrum, L. (1967). “Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings.” Géotechnique, 17(2), 83–118.
Burland, J. B. (1989). “Ninth Laurits Bjerrum Memorial Lecture: ‘Small is Beautiful’—The Stiffness of Soils at Small Strains.” Can. Geotech. J., 26(4), 499–516.
Cho, W., and Finno, R. J. (2010). “Stress-Strain Responses of Block Samples of Compressible Chicago Glacial Clays.” J. Geotech. Geoenvironmental Eng., 136(1), 178–188.
Cho, W., Holman, T., Jung, Y., and Finno, R. (2007). “Effects of Swelling During Saturation in Triaxial Tests in Clays.” Geotech. Test. J., 30(5), 378–386.
Finno, R. J., and Cho, W. (2011). “Recent Stress-History Effects on Compressible Chicago Glacial Clays.” J. Geotech. Geoenvironmental Eng., 137(3), 197–207.
Finno, R. J., and Kim, T. (2012). “Effects of Stress Path Rotation Angle on Small Strain Responses.” J. Geotech. Geoenvironmental Eng., 138(4), 526–534.
Green, R. C., Williams, C. P., Bambach, P. W., Hannon, L. M., Apolinar, B., Campbell, K. M., and Dyer, S. B. (2015). Text to Accompany Geologic Map of the USGS Orlando 30 x 60 Minute Quadrangle, Central Florida.
Høeg, K., Dyvik, R., and Sandbækken, G. (2000). “Strength of Undisturbed versus Reconstituted Silt and Silty Sand Specimens.” J. Geotech. Geoenvironmental Eng., 126(7), 606–617.
Huang, A. B., and Huang, Y. T. (2007). “Undisturbed Sampling and Laboratory Shearing Tests on a Sand with Various Fines Contents.” Soils Found., 47(4), 771–781.
Kenney, T. C. (1964). “Sea-Level Movements and the Geologic Histories of the Post-Glacial Marine Soils at Boston, Nicolet, Ottawa and Oslo.” Géotechnique, 14(3), 203–230.
Kim, T., Zapata-Medina, D. G., and Vega-Posada, C. A. (2015). “Analysis of Bender Element Signals during Triaxial Testing.” Rev. Fac. Ing. Univ. Antioquia, (76), 107–113.
Kim, Y., Nam, B. H., Shamet, R., Soliman, M., and Youn, H. (2020). “Development of Sinkhole Susceptibility Map of East Central Florida.” Nat. Hazards Rev., 21(4), 04020035.
Ladd, C., and Lambe, T. (1964). “The Strength of ‘Undisturbed’ Clay Determined from Undrained Tests.”, ASTM International, 342–371.
Lings, M. L., Pennington, D. S., and Nash, D. F. T. (2000). “Anisotropic Stiffness Parameters and their Measurement in a stiff Natural Clay.” Géotechnique, 50(2), 109–125.
Lunne, T., Berre, T., Andersen, K. H., Strandvik, S., and Sjursen, M. (2006). “Effects of Sample Disturbance and Consolidation Procedures on Measured Shear Strength of Soft Marine Norwegian Clays.” Can. Geotech. J., 43(7), 726–750.
Nam, B. H., and Shamet, R. (2020). “A Preliminary Sinkhole Raveling Chart.” Eng. Geol., 268, 105513.
Santagata, M., Germaine, J. T., and Ladd, C. C. (2005). “Factors Affecting the Initial Stiffness of Cohesive Soils.” J. Geotech. Geoenvironmental Eng., 131(4), 430–441.
Scholey, G., Frost, J., Lo Presti, D., and Jamiolkowski, M. (1995). “A Review of Instrumentation for Measuring Small Strains During Triaxial Testing of Soil Specimens.” Geotech. Test. J., 18(2), 137.
Scott, T. M. (1988). The Lithostratigraphy of the Hawthorn Group (Miocene) of Florida. Tallahassee, Florida. Florida Geological Survey.
Scott, T. M. (2001). Text to Accompany the Geologic Map of Florida. Tallahassee, Florida. Florida Geological Survey.
Scott, T. M., MacGill, P. L., Eddy, W. H., Davis, B. E., and Sullivan, G. V. (1981). The Hawthorn Formation of Central Florida. Tallahassee, Florida. Florida Geological Survey.
Shamet, R., Nam, B. H., and Horhota, D. (2018). “Development of a Point-Based Index for Sinkhole Vulnerability Evaluation in Central Florida’s Karst Terrain.” IFCEE 2018, American Society of Civil Engineers, 212–221.
Shibata, T., and Soelarno, D. S. (1978). “Stress-Strain Characteristics of Clays under Cyclic Loading.” Proc. Japan Soc. Civ. Eng., 1978(276), 101–110.
Shirley, D. J., and Hampton, L. D. (1978). “Shear‐wave Measurements in Laboratory Sediments.” J. Acoust. Soc. Am., 63(2), 607–613.
Soliman, M. H., Arboleda-Monsalve, L. G., and Nam, B. H. (2020). “Effects of Intergranular Strains of Hypoplasticity Models on Sinkhole-Induced Ground Deformations.” Geo-Congress 2020, American Society of Civil Engineers, 265–274.
Upchurch, S., Scott, T. M., Alfieri, M. C., Fratesi, B., and Dobecki, T. L. (2019). The Karst Systems of Florida. Cave and Karst Systems of the World, Springer International Publishing, Cham.
Vaid, Y. P., Sivathayalan, S., and Stedman, D. (1999). “Influence of Specimen-Reconstituting Method on the Undrained Response of Sand.” Geotech. Test. J., 22(3), 187–195.
Weary, D. J. (2015). “The Cost of Karst Subsidence and Sinkhole Collapse in the United States Compared with Other Natural Hazards.” 14th Sink. Conf., University of South Florida, 433–446.
Yamamuro, J. A., and Wood, F. M. (2004). “Effect of Depositional Method on the Undrained Behavior and Microstructure of Sand with Silt.” Soil Dyn. Earthq. Eng., 24(9–10), 751–760.
Zapata-Medina, D. G., Finno, R. J., and Vega-Posada, C. A. (2014). “Stress History and Sampling Disturbance Effects on Monotonic and Cyclic Responses of Overconsolidated Bootlegger Cove Clays.” Can. Geotech. J., 51(6), 599–609.

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Geo-Congress 2023
Pages: 477 - 487

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Published online: Mar 23, 2023

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A. J. Aparicio-Ortube [email protected]
1Doctoral Student, Departamento de Ingeniería Civil, Universidad Nacional de Colombia, Sede Medellín, Medellín, ANT, Colombia. Email: [email protected]
Luis G. Arboleda-Monsalve [email protected]
2Assistant Professor, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL. Email: [email protected]
David G. Zapata-Medina [email protected]
3Associate Professor, Departamento de Ingeniería Civil, Universidad Nacional de Colombia, Sede Medellín, Medellín, ANT, Colombia. Email: [email protected]
Larry Jones [email protected]
4State Geotechnical Engineer, Florida Dept. of Transportation, Tallahassee, FL. Email: [email protected]

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