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Recent Advances in Experimental Modelling of Unsaturated Soil Behaviour over a Whole Range of Paths and Modes of Deformation

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Multiphysical Testing of Soils and Shales

Part of the book series: Springer Series in Geomechanics and Geoengineering ((SSGG))

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Abstract

The last few decades have been an era of intensive and sustained experimental efforts that has defined the threshold of our understanding of unsaturated soil behavior. The adoption of matric suction, (ua – uw), and the excess of total stress over air pressure, that is, net normal stress, (σ – ua), as the relevant stress state variables, has facilitated the investigation of key features of unsaturated soil behavior via the axis-translation technique. It is the relative success of this technique that has prompted researchers in the discipline to devote countless hours to fine-tuning myriad details of existing and standardized soil testing devices, and hence keep the focus of their efforts on expanding their testing capabilities. The present Theme Lecturer’s paper summarizes some of the most recent advances in experimental modeling of unsaturated soil behavior, over a whole range of suction-controlled paths and modes of deformation, accomplished at the University of Texas at Arlington. Its main sections are devoted to describing the test protocols and analyzing the key results from a series of suction-controlled resonant column, bender elements, biaxial (plane strain), true triaxial (cubical), and ring shear (large displacement) testing programs successfully conducted on compacted samples of sandy soils.

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References

  • Alonso, E.E., Gens, A., Josa, A.: A constitutive model for partially saturated soils. Géotechnique 40(3), 405–430 (1990)

    Article  Google Scholar 

  • Alshibli, K.A., Godbold, D.L., Hoffman, K.: The Louisiana plane strain apparatus for soil testing. Geotechnical Testing Journal, ASTM 27(4), 337–346 (2004)

    Google Scholar 

  • Bromhead, E.N.: A simple ring shear apparatus. Ground Engineering 12(5), 40–44 (1979)

    Google Scholar 

  • Brull, A.: Caracteristiques mécaniques des sols de fondation de chaussées en fonction de leur état d’humidité et de compacité. In: Proc. of Int. Conference on Soil Compaction, Paris, vol. 1, pp. 113–118 (1980)

    Google Scholar 

  • Cabarkapa, Z., Cuccovillo, T.: Automated triaxial apparatus for testing unsaturated soils. Geotechnical Testing Journal 29(1), 1–9 (2006)

    Google Scholar 

  • Cabarkapa, Z., Cuccovillo, T., Gunn, M.: A new triaxial apparatus for testing unsaturated soils. In: Proc. of Second Int. Conference on Unsaturated Soils, Beijing, China, vol. 2, pp. 194–195 (1998)

    Google Scholar 

  • Cho, G.C., Santamarina, J.C.: Unsaturated particulate materials: Particle-level studies. Journal of Geotechnical and Geoenv. Engineering, ASCE 127(1), 84–96 (2001)

    Article  Google Scholar 

  • Cruz, J.A., Hoyos, L.R., Lizcano, A.: A novel suction-controlled biaxial apparatus for unsaturated soils. In: Jotisankasa, A., Sawangsuriya, A., Soralump, S., Mairaing, W. (eds.) Proc. of 5th Asia-Pacific Conference on Unsaturated Soils: Theory and Practice 2011, Pattaya, Thailand, November 14-16, vol. 1, pp. 233–237. Kasetsart University (2011)

    Google Scholar 

  • Drescher, A., Vardoulakis, I., Han, C.: A biaxial apparatus for testing soils. Geotechnical Testing Journal, ASTM 13, 226–234 (1990)

    Article  Google Scholar 

  • Fauziah, M., Nikraz, H.R.: The behaviour of unsaturated compacted clay under plane strain condition. In: Geo-Environment and Landscape Evolution III, Proc. of 3rd Int. Conference on Evolution, Monitoring, Simulation, Management and Remediation of the Geological Environment and Landscape, New Forest, UK, pp. 77–85 (June 2008)

    Google Scholar 

  • Fredlund, D.G., Rahardjo, H.: Soil Mechanics for Unsaturated Soils. John Wiley & Sons (1993)

    Google Scholar 

  • Fredlund, D.G., Morgenstern, N.R., Widger, R.A.: The shear strength of unsaturated soils. Canadian Geotechnical Journal 15, 313–321 (1978)

    Article  Google Scholar 

  • Hilf, J.W.: An investigation of pore water pressure in compacted cohesive soils. Tech. Memo. No. 654, U.S. Department of Interior, Bureau of Reclamation, Design and Construction Division, Denver, CO (1956)

    Google Scholar 

  • Hoyos, L.R., Suescún, E.A., Puppala, A.J.: Small-strain stiffness of unsaturated soils using a suction-controlled resonant column device with bender elements. In: Han, J., Alzamora, D.E. (eds.) Advances in Geotechnical Engineering, GSP 211, Geo-Institute of ASCE, Proc. of Geo-Frontiers 2011, Dallas, Texas, March 13-16, pp. 4313–4322 (2011a)

    Google Scholar 

  • Hoyos, L.R., Pérez-Ruiz, D.D., Puppala, A.J.: Constitutive behavior of compacted clayey sand using a refined suction-controlled cubical test cell. In: Han, J., Alzamora, D.E. (eds.) Advances in Geotechnical Engineering, GSP 211, Geo-Institute of ASCE, Proc. of Geo-Frontiers 2011, Dallas, Texas, March 13-16, pp. 4303–4312 (2011b)

    Google Scholar 

  • Hoyos, L.R., Velosa, C.L., Puppala, A.J.: A servo/suction-controlled ring shear apparatus for unsaturated soils: Development, performance and preliminary results. Geotechnical Testing Journal, ASTM 34(5), 413–423 (2011c)

    Google Scholar 

  • Hoyos, L.R., Pérez-Ruiz, D.D., Puppala, A.J.: Modeling unsaturated soil behavior under multiaxial stress paths using a refined suction-controlled cubical test cell. In: Hoyos, L.R., Zhang, X., Puppala, A.J. (eds.) Experimental and Applied Modeling of Unsaturated Soils, GSP 202, Geo-Institute of ASCE, Proc. of GeoShanghai 2010, Shanghai, China, June 3-5, pp. 40–47 (2010)

    Google Scholar 

  • Hoyos, L.R., Laikram, A., Puppala, A.J.: A novel suction-controlled true triaxial apparatus for unsaturated soils. In: Toll, D.G., Augarde, C.E., Gallipoli, D., Wheeler, S.J. (eds.) Proc. of First European Conference on Unsaturated Soils: Advances in Geo-Engineering, Durham, U.K., July 2-4, pp. 83–88. CRC Press (2008)

    Google Scholar 

  • Hoyos, L.R., Macari, E.J.: Development of a stress/suction-controlled true triaxial testing device for unsaturated soils. Geotechnical Testing Journal, ASTM 24(1), 5–13 (2001)

    Article  Google Scholar 

  • Inci, G., Yesiller, N., Kagawa, T.: Experimental investigation of dynamic response of compacted clayey soils. Geotechnical Testing Journal, ASTM 26(2), 125–141 (2003)

    Google Scholar 

  • Infante Sedano, J.A., Vanapalli, S.K., Garga, V.K.: Modified ring shear apparatus for unsaturated soil testing. Geotechnical Testing Journal, ASTM 30(1), 1–9 (2007)

    Google Scholar 

  • Khosravi, A., Ghayoomi, M., McCartney, J., Ko, H.Y.: Impact of effective stress on the dynamic shear modulus of unsaturated sand. In: Fratta, D., Puppala, A.J., Muhunthan, B. (eds.) Advances in Analysis, Modeling & Design, GSP 199, Geo-Institute of ASCE, Proc. of GeoFlorida 2010, West Palm Beach, Florida, February 20-24, pp. 410–449 (2010)

    Google Scholar 

  • Kim, D.S., Seo, W.S., Kim, M.J.: Deformation characteristics of soils with variations of capillary pressure and water content. Soils and Foundations 43(4), 71–79 (2003)

    Article  Google Scholar 

  • Mancuso, C., Vassallo, R., d’Onofrio, A.: Small strain behavior of a silty sand in controlled-suction resonant column-torsional shear tests. Canadian Geotechnical Journal 39, 22–31 (2002)

    Article  Google Scholar 

  • Marinho, F.A.M., Chandler, R.J., Crilly, M.S.: Stiffness measurements on unsaturated high plasticity clay using bender elements. In: Alonso, E.E., Delage, P. (eds.) Proc. of First Int. Conference on Unsaturated Soils, Paris, France, September 6-8, vol. 2, pp. 535–539 (1995)

    Google Scholar 

  • Matsuoka, H., Sun, D.A., Kogane, A., Fukuzawa, N., Ichihara, W.: Stress-strain behaviour of unsaturated soil in true triaxial tests. Canadian Geotechnical Journal 39, 608–619 (2002)

    Article  Google Scholar 

  • Mendoza, C.E., Colmenares, J.E., Merchán, V.E.: Stiffness of an unsaturated compacted clayey soil at very small strains. In: Tarantino, A., Romero, E., Cui, Y.J. (eds.) Proc. of Int. Symposium on Advanced Experimental Unsaturated Soil Mechanics, Trento, Italy, June 27-29, pp. 199–204. Balkema (2005)

    Google Scholar 

  • Merchán, V., Romero, E., Vaunat, J.: An adapted ring shear apparatus for testing partly saturated soils in the high suction range. Geotechnical Testing Journal, ASTM 34(5), 433–444 (2011)

    Google Scholar 

  • Ng, C.W.W., Xu, J., Yung, S.Y.: Effects of imbibition-drainage and stress ratio on anisotropic stiffness of an unsaturated soil at very small strains. Canadian Geotechnical Journal 46, 1062–1076 (2009)

    Article  Google Scholar 

  • Picornell, M., Nazarian, S.: Effects of soil suction on low-strain shear modulus of soils. In: Proc. of Second Int. Conference on Unsaturated Soils, Beijing, China, August 27-30, vol. 1, pp. 102–107 (1998)

    Google Scholar 

  • Qian, X., Gray, D.H., Woods, R.D.: Resonant column tests on partially saturated sands. Geotechnical Testing Journal, ASTM 14(3), 266–275 (1991)

    Article  Google Scholar 

  • Reis, R.M., de Azevedo, R.F., Botelho, B.S., Vilar, O.M.: Performance of a cubical triaxial apparatus for testing saturated and unsaturated soils. Geotechnical Testing Journal, ASTM 34(3), 177–185 (2011)

    Google Scholar 

  • Ruiz, W.: Diseño de un aparato biaxial. Proyecto de grado de Magíster en Ingeniería Civil, Universidad de los Andes, Bogotá, Colombia (2003)

    Google Scholar 

  • Sawangsuriya, A., Edil, T.B., Bosscher, P.J.: Modulus-suction-moisture relationship for compacted soils in postcompaction state. Journal of Geotechnical and Geoenv. Engineering, ASCE 135(10), 1390–1403 (2009)

    Article  Google Scholar 

  • Sawangsuriya, A., Edil, T.B., Bosscher, P.J.: Modulus-suction-moisture relationship for compacted soils. Canadian Geotechnical Journal 45, 973–983 (2008)

    Article  Google Scholar 

  • Schanz, T., Alabdullah, J.: Testing unsaturated soil for plane strain conditions: A new double wall biaxial device. In: Experimental Unsaturated Soil Mechanics, pp. 169–178. Springer (2007)

    Google Scholar 

  • Vardoulakis, I., Graf, B.: Calibration of constitutive models for granular materials using data from biaxial experiments. Géotechnique 35(3), 299–317 (1985)

    Article  Google Scholar 

  • Vardoulakis, I., Goldscheider, M.: Biaxial apparatus for testing shear bands in soils. In: Proc. of 10th Int. Conference on Soil Mechanics and Foundation Engineering, Stockolm, vol. 4, pp. 819–824 (1981)

    Google Scholar 

  • Vassallo, R., Mancuso, C., Vinale, F.: Effects of net stress and suction history on small strain stiffness of a compacted clayey silt. Canadian Geotechnical Journal 44, 447–462 (2006)

    Article  Google Scholar 

  • Wood, C.C.: Shear strength and volume change characteristics of compacted soil under conditions of plane strain. Ph.D. dissertation, University of London, UK (1958)

    Google Scholar 

  • Wu, S., Gray, D.H., Richart Jr., F.E.: Capillary effects on dynamic modulus of sands and silts. Journal of Geotechnical Engineering, ASCE 110(9), 1188–1203 (1984)

    Article  Google Scholar 

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Authors and Affiliations

  1. University of Texas at Arlington, Arlington, Texas, 76019, U.S.A.

    Laureano R. Hoyos

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  1. Laureano R. Hoyos
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Correspondence to Laureano R. Hoyos .

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Editors and Affiliations

  1. , GC D1 416 (Bâtiment GC), EPFL ENAC IIC LMS, Station 18, Lausanne, 1015, Switzerland

    Lyesse Laloui

  2. , GC D0 425 (Bâtiment GC), EPFL ENAC IIC LMS, Station 18, Lausanne, 1015, Switzerland

    Alessio Ferrari

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Hoyos, L.R. (2013). Recent Advances in Experimental Modelling of Unsaturated Soil Behaviour over a Whole Range of Paths and Modes of Deformation. In: Laloui, L., Ferrari, A. (eds) Multiphysical Testing of Soils and Shales. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-32492-5_1

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  • DOI: https://doi.org/10.1007/978-3-642-32492-5_1

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-32491-8

  • Online ISBN: 978-3-642-32492-5

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