Testing and Modeling of Soil-Structure Interface
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 130, Issue 8
Abstract
An accurate modeling of soil-structure interfaces is very important in order to obtain realistic solutions of many soil-structure interaction problems. To study the mechanical characteristics of soil-structure interface, a series of direct shear tests were performed. A charged-coupled-device camera was used to observe the sand particle movements near the interface. It is shown that two different failure modes exist during interface shearing. Elastic perfect-plastic failure mode occurs along the smooth interface, while strain localization occurs in a rough interface accompanied with strong strain-softening and bulk dilatancy. To describe the behavior of the rough interface, this paper proposes a damage constitutive model with ten parameters. The parameters are identified using data from laboratory interface shear tests. The proposed model is capable of capturing most of the important characteristics of interface behavior, such as hardening, softening, and dilative response. The interface behaviors under direct and simple shear tests have been well predicted by the model. Furthermore, the present model has been implemented in a finite element procedure correctly and calculation results are satisfactory.
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References
Boulon, M., and Nova, R.(1990). “Modelling of soil-structure interface behavior: A comparison between elastoplastic and rate type laws.” Comput. Geotech., 17(9), 21–46.
Clough, G. W., and Duncan, J. M.(1971). “Finite element analyses of retaining wall behavior.” J. Soil Mech. Found. Div., 97(12), 1657–1673.
Coyle, H. M., and Sulaiman, I.(1967). “Skin friction for steel piles in sand.” J. Soil Mech. Found. Div., 93(6), 261–270.
Desai, C. S. (1987). “Future on unified hierarchical models based on alternative correction or damage approach.” Rep., Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, Ariz.
Desai, C. S., and Ma, Youzhi(1992). “Modeling of joints and interfaces using the disturbed-state concept.” Int. J. Numer. Analyt. Meth. Geomech., 16, 623–653.
Desai, C. S., Zaman, M. M., Lightner, J. G., and Siriwardane, H. J.(1984). “Thin-layer element for interface and joints.” Int. J. Numer. Analyt. Meth. Geomech., 8, 19–43.
Dove, J. E., and Harpring, J. C. (1999). “Geometric and spatial parameters for analysis of geomembrane/soil interface behavior.” Proc., Geosynthetics ’99, Industrial Fabrics Association International, Boston, Balkema, Rotterdam, The Netherlands, 575–588.
Dove, J. E., and Jarrett, J. B.(2002). “Behavior of dilative sand interface in a geotribology framework.” J. Geotech. Geoenviron. Eng., 128(1), 25–37.
Evgin, E., and Fakharian, K.(1996). “Effect of stress paths on the behavior of sand-steel interfaces.” Can. Geotech. J., 33(6), 485–493.
Fakharian, K., and Evgin, E.(2000). “Elasto-plastic modeling of stress-path-dependent behavior of interfaces.” Int. J. Numer. Analyt. Meth. Geomech., 24, 183–199.
Frost, J. D., Lee, S. W., and Cargill, P. E. (1999). “The evolution of sand structure adjacent to geomembranes.” Proc., Geosynthetics ’99, Industrial Fabrics Association International, Boston, Balkema, Rotterdam, The Netherlands, 559–573.
Gens, A., Carol, I., and Alonso, E. E.(1990). “A constitutive model for rock joints formulation and numerical implementation.” Comput. Geotech., 9, 3–20.
Ghaboussi, J., Wilson, E. L., and Isenberg, J.(1973). “Finite element for rock joints and interfaces.” J. Soil Mech. Found. Div., 99(10), 849–862.
Goodman, R. E., Taylor, R. L., and Brekke, T. L.(1968). “A model for the mechanics of jointed rock.” J. Soil Mech. Found. Div., 94(3), 637–659.
Hryciw, R. D., and Irsyam, M.(1993). “Behavior of sand particles around rigid inclusion during shear.” Soils Found., 33(3), 1–13.
Hu, L., and Pu, J. (2002a). “FEM analysis on phase-II cofferdam of TGP.” Proc., 9th Int. Conf. on Computing in Civil and Building Engineering, Taiwan University Press, Taipei, Taiwan, 401–406.
Hu, L., and Pu, J.(2003). “Application of damage model for soil-structure interface.” Comput. Geotech., 30(2), 165–183.
Hu, L.-M. (2000). “Study on mechanical characteristics of soil-structure interface and its application.” PhD Thesis, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing.
Hu, L.-M., and Pu, J. L.(2001). “Experimental study on mechanical characteristics of soil-structure interface.” Chin. J. Geotech. Eng., 23(4), 432–436.
Hu, L.-M., and Pu, J. L.(2002b). “Application of damage model for soil interface in FEM analysis.” Chin. J. Civil Eng., 35(3), 79–87.
Hu, L.-M., Pu, J. L., and Wang, G.(2002). “Application of damage interface model for 3-D FEM analysis.” Chin. J. Hydraul. Eng., 47(3), 44–49.
Kachanov, L. M.(1958). “On the time to failure under creep condition.” Izv. Akad. Nauk SSSR, Otd. Tekh. Nauk, Metall. Topl., 8, 26–31.
Katona, M. G.(1983). “A simple contact-friction interface element with applications to buried culverts.” Int. J. Numer. Analyt. Meth. Geomech., 7, 871–384.
Kulhaway, F. H., and Peterson, M. S. (1979). “Behavior of sand and concrete interfaces.” Proc., 6th Pan American Conf. on Soil Mechanics and Foundation Engineering, Brazil, No. 2, 225–230.
Nakamura, T., Mitachi, T., and Ikeura, I.(1999). “Direct shear testing method as a means for estimating geogrid-sand interface shear-displacement behavior.” Soils Found., 39(4), 1–8.
Navayogarajah, N., Desai, C. S., and Kiousis, P. D.(1992). “Hierarchical single-surface model for static and cyclic behavior of interfaces.” J. Eng. Mech., 118(5), 990–1011.
Paikowsky, S. G., Player, C. M., and Connors, P. J.(1995). “A dual interface apparatus for testing unrestricted friction of soil along solid surfaces.” Geotech. Test. J., 18(2), 168–193.
Pal, S., and Wathugala, G. W.(1999). “Disturbed state model for sand-geosynthetic interfaces and application to pull-out tests.” Int. J. Numer. Analyt. Meth. Geomech., 23, 1873–1892.
Potyondy, J. G.(1961). “Skin friction between various soils and construction material.” Geotechnique, 11(4), 339–353.
Uesugi, M., and Kishida, H.(1986a). “Influential factors of between steel and dry sands.” Soils Found., 26(2), 33–46.
Uesugi, M., and Kishida, H.(1986b). “Frictional resistance at yield between dry sand and mild steel.” Soils Found., 26(4), 139–149.
Uesugi, M., Kishida, H., and Tsubakihara, Y.(1988). “Behavior of sand particles in sand-steel friction.” Soils Found., 28(1), 107–118.
Yin, Zong-Ze, Zhu, Hong, and Xu, Guo-Hua(1995). “A study of deformation in the interface between soil and concrete.” Comput. Geotech., 17, 75–92.
Yoshimi, Y., and Kishida, T.(1981). “A ring torsion apparatus for evaluation friction between soil and metal surface.” Geotech. Test. J., 4(4), 145–152.
Zienkiewicz, O. C., Best, B., Dulllage, C., and Stagg, K. G. (1970). “Analysis of nonlinear problems with particular reference to jointed rock systems.” Proc., 2nd Int. Congress on Society of Rock Mechanics, Vol. 3, International Society of Rock Mechanics, Belgrade, 501–509.
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Copyright © 2004 American Society of Civil Engineers.
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Received: Dec 20, 2000
Accepted: Oct 6, 2003
Published online: Jul 15, 2004
Published in print: Aug 2004
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