Abstract
In this paper, an elastoplastic model is proposed to describe the behavior of clayey soils subject to disturbance at the soil-structure interaction for application to pile installation and the following setup. The soil remolding that occurs during deep penetration and the following soils thixotropic strength regaining over time were modeled in this study. The disturbed state concept (DSC) was used as a core of the proposed model, and the critical state theory was adopted to define the main components for the DSC model. The Modified Cam-Clay (MCC) model was implemented within the context of DSC to define the intact state response. A novel approach was applied to define the soil shear response for the MCC model to have it applicable in DSC. Furthermore, the soil remolding during shear loading was related to the deviatoric plastic strain developed in the soil body. The proposed model, referred as Critical State and Disturbed State Concept (CSDSC) model, can capture the elastoplastic behavior of both NC and OC soils. The proposed model was implemented in Abaqus software, and it was then validated using the triaxial test results available in the literatures. Very good agreement was obtained between the triaxial test results and the CSDSC model prediction for different stress paths, stress-strain response and the generated excess porewater pressures. Furthermore, pile installation and the following pile setup behavior were modeled using the proposed CSDSC model. The predicted values for pile resistance using CSDSC model were compared with the values measured from field load tests, which indicated that the proposed model is capable of simulating pile installation and predict appropriately the pile capacity as well as the disturbance behavior at the soil body.
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References
Abu-Farsakh, M., Rosti, F., Souri, A.: Evaluating pile installation and the following thixotropic and consolidation setup by numerical simulation for full scale pile load tests. Can. Geotech. J. 52, 1–11 (2015)
Barnes, H.A.: Thixotropy-a review. Int. J. Non-Newtonian Fluid Mech. 70, 1–33 (1997)
Basu, P., Prezzi, M., Salgado, R., Chakraborty, T.: Shaft resistance and setup factors for piles jacked in clay. J. Geotech. Geoenviron. Eng. 140(3) (2014)
Chakraborty, T., Salgado, R., Loukidis, D.: A two-surface plasticity model for clay. Comput. Geotech. 49, 170–190 (2013a)
Chakraborty, T., Salgado, R., Basu, P., Prezzi, M.: Shaft resistance of drilled shafts in clay. J. Geotech. Geoinv. Eng. 139(4), 548–563 (2013b)
Dafalias, Y.F., Herrmann, L.R.: Bounding surface plasticity II: application to isotropic cohesive soils. J. Eng. Mech. 112(12), 1263–1291 (1986)
Desai, C.S., Somasundaram, S., Frantziskonis, G.: A hierarchical approach for constitutive modeling of geologic materials. Int. J. Num. Anal. Meth. Geomech. 10, 225–257 (1986)
Desai, C.S., Ma, Y.: Modeling of joints and interface using disturbed state concept. Int. J. Num. Anal. Meth. Geomech. 16, 623–653 (1992)
Desai, C.S.: Mechanics of Materials and Interface: The Disturbed State Concept. CRC Press, Boca Raton (2001)
Desai, C.S., Sane, S., Jenson, J.: Constitutive modeling including creep and rate-dependent behavior and testing of glacial tills for prediction of motion of glaciers. Int. J. Geomech. 11, 465–476 (2001)
Desai, C.S.: Constitutive modeling for geologic materials: significance and directions. Int. J. Geomech. 5, 81–84 (2005)
Desai, C.S.: Unified DSC constitutive model for pavement materials with numerical implementation. Int. J. Geomech. 7(2), 83–102 (2007)
Desai, C.S., Sane, S., Jenson, J.: Constitutive modeling including creep and rate-dependent behavior and testing of glacial tills for prediction of motion of glaciers. Int. J. Geomech. 11, 465–476 (2011)
Fakharian, K., Attar, I.H., Haddad, H.: Contributing factors on setup and the effects on pile design parameter. In: Proceedings of 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris (2013)
Haque, M.N., Abu-Farsakh, M., Chen, Q., Zhang, Z.: A case study on instrumentation and testing full-scale test piles for evaluating set-up phenomenon. In: 93th Transportation Research Board Annual Meeting, vol. 2462, pp. 37–47 (2014)
Hu, L., Pu, J.L.: Application of damage model for soil-structure interface. J. Comput. Geotech. 30, 165–183 (2003)
Katti, D.R., Desai, C.S.: Modeling and testing of cohesive soils using disturbed-state concept. J. Eng. Mech. 121, 648–658 (1995)
Likitlersuang, S.: A hyperplasticity model for clay behavior: an application to Bangkok clay. Ph.D dissertation, The University of Oxford (2003)
Ling, H., Yue, D., Kaliakin, V., Themelis, N.: Anisotropic elastoplastic bounding surface model for cohesive soil. J. Eng. Geomech. 7, 748–758 (2002)
Mitchell, J.K.: Fundamental aspects of thixotropy in soils. J. Soil Mech. Found. Des. 86, 19–52 (1960)
Pal, S., Wathugala, G.W.: Disturbed state concept for sand-geosynthetic interface and application for pullout test. Int. J. Num. Anal. Meth. Geomech. 23, 1872–1892 (1999)
Pestana, J.M., Whittle, A.J.: Formulation of a unified constitutive model for clays and sands. Int. J. Num. Anal. Meth. Geomech. 23, 1215–1243 (1999)
Roscoe, K.H., Schofield, A.N.: Mechanical behavior of an idealized wet clay. In: Proceedings of 2nd European Conference on Soil Mechanics and Foundation Engineering, Wiesbaden, vol. 1, pp. 47–54 (1963)
Roscoe, K.H., Burland, J.B.: On the Generalized Behavior of Wet Clay, Engineering Plasticity, pp. 535–610. Cambridge University Press, Cambridge (1968)
Shao, C.: Implementation of DSC model for dynamic analysis of soil-structure interaction problems. Ph. D. Dissertation. Dept. of Civil Engineering, University of Arizona, Tucson, Arizona (1998)
Sloan, S.W., Abbo, A.J., Sheng, D.: Refined explicit integration of elastoplastic models with automatic error control. Eng. Comput. 18, 121–154 (2001)
Wathugala, G.W.: Finite element dynamic analysis of nonlinear porous media with application to the piles in saturated clay. Ph. D. Dissertation. Dept. of Civil Engineering, University of Arizona, Tucson, Arizona (1990)
Whittle, A.J.: Evaluation of a constitutive model for overconsolidated clays. Geotechnique 43(2), 289–313 (1993)
Yao, Y.P., Sun, D.A., Matsuoka, H.: A unified constitutive model for both clay and sand with hardening parameter independent on stress path. J. Comput. Geotech. 35, 210–222 (2007)
Yao, Y.P., Gao, Z., Zhao, J., Wan, Z.: Modified UH model: constitutive modeling of overconsolidated clays based on a parabolic Hvorslev envelope. J. Geotech. Geoenviron. Eng. 138, 860–868 (2012)
Guan-lin, Ye, Bin, Ye: Investigation of the overconsolidation and structural behavior of Shanghai clays by element testing and constitutive modeling. Undergr. Space 1(1), 62–77 (2016)
Zhang, Q., Li, L., Chen, Y.: Analysis of compression pile response using a softening model, a hyperbolic model of skin friction, and a bilinear model of end resistance. J. Eng. Mech. 140, 102–111 (2014)
Acknowledgement
This research is funded by the Louisiana Transportation Research Center (LTRC Project No. 11-2GT) and Louisiana Department of Transportation and Development, LADOTD (State Project No. 736-99-1732).
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Rosti, F., Abu-Farsakh, M. (2020). Development of a Constitutive Model for Clays Based on Disturbed State Concept and Its Application to Simulate Pile Installation and Setup. In: Hoyos, L., Shehata, H. (eds) Advancements in Unsaturated Soil Mechanics. GeoMEast 2019. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-030-34206-7_8
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