Constitutive Model for Cyclic Behavior of Clays. II: Applications
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 119, Issue 4
Abstract
Development and validation of the hierarchical single surface model for cohesive soils are described in a companion paper, part I. The present paper, part II, first describes the details of the simulation and verification of various stages in the field behavior of piles, e.g. in situ stresses, driving, consolidation, tension tests, and the final cyclic loadings. Undisturbed samples were obtained for testing of cylindrical and cubical specimens, the latter involved design and fabrication of a square, sampler. Field measurements were obtained in terms of stresses, strains, and pore‐water pressures for various stages. The constitutive model (part I) is introduced in a general finite‐element (FE) procedure that allows dynamic analysis of porous soil media. The FE procedure is used to back‐predict the field behavior. It is found that the numerical procedure provides very good predictions of the measured responses. It is felt that the proposed unified (parts I and II) procedure can provide an excellent tool for a wide range of dynamic soil‐structure interaction problems.
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References
1.
Baligh, M. M. (1985). “Strain path method.” J. Geotech. Engrg., ASCE, 111(7), 1108–1196.
2.
Biot, M. A. (1941). “General theory of three‐dimensional consolidation.” J. Appl. Physics, 12, 155–164.
3.
Biot, M. A. (1962). “Mechanics of deformation and acoustic propagation in porous media.” J. Appl. Physics, 33(4), 1482–1498.
4.
Bogard, J. D., and Matlock, H. (1979). “A model study of axially loaded pile segments, including pore pressure measurements.” Rep., American Petroleum Institute, Austin, Texas.
5.
Carter, J. P., Randolph, M. F., and Wroth C. P. (1978). “Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity.” Rep. No. TR 51, Dept. of Civ. Engrg., University of Cambridge, Cambridge, England.
6.
Desai, C. S., and Galagoda, H. M. (1989). “Earthquake analysis with generalized plasticity model for saturated soils.” J. of Earthquake Engrg. Struct. Dyn., 18, 903–919.
7.
Desai, C. S., Wathugala, G. W., Sharma, K. G., and Woo, L. (1990). “Factors affecting reliability of computer solutions with hierarchical single surface constitutive models.” Comp. Methods in Appl. Mech. and Engrg., 82, 115–137.
8.
Ghaboussi, J., and Wilson, E. L. (1972). “Variational formulation of dynamics of fluid‐saturated porous elastic solids.” J. Engrg. Mech. Div., ASCE, 98(4), 947–963.
9.
Grosch, J. J., and Reese, L. C. (1980). “Field tests of small‐scale pile segments in a soft clay deposit under repeated axial loading.” Rep. GR 80‐1, Dept. of Civ. Engrg., University of Texas at Austin, Austin, Texas.
10.
Jaky, J. (1944). “The coefficient of earth pressure at rest.” Journal of Hungarian Architects and Engineers, Budapest, Hungary, (Oct.), 355–358.
11.
Katti, D. R. (1991). “Constitutive modelling and testing of saturated marine clay,” PhD dissertation, Dept. of Civ. Engrg. and Engrg. Mech., University of Arizona, Tucson, Arizona.
12.
Kirby, R. C. (1977). “Applications of critical state soil mechanics to the prediction of axial capacity for driven piles in clay.” Offshore Tech. Conf., Paper No. 2942, OTC, Houston, Tex.
13.
Levadoux, J. N., and Baligh, M. M (1980). “Pore pressures during cone penetration in clays.” Res. Rep. No. MITSG 80‐12, Sea Grant College Program, MIT, Cambridge, Mass.
14.
Matlock, H., and Bogard, J. D. (1973). “Lateral load behavior of piles and pile groups under surcharge.” Rep., Chevron Oil Field Research Co., Austin, Tex.
15.
Matlock, H., and Bogard, J. D. (1975). “Pile model scale effects and cyclic vane shear tests.” Rep., Chevron Oil Field Research Co., Austin, Tex.
16.
Matlock, H., and Holmquist, D. V. (1976). “A model study of axially loaded piles in soft clay.” Rep., American Petroleum Institute, Austin, Tex.
17.
Matlock, H., and Tucker, R. L. (1961). “Lateral‐load tests of an instrumented pile at Sabine, Texas.” Rep., Shell Oil Company, Austin, Tex.
18.
Nagtegaal, J. C., Parks, D. M., and Rice, J. R. (1974). “On numerically accurate finite element solutions in the fully plastic range.” Comp. Methods in Appl. Mech. and Engrg., 4, 153–177.
19.
Ortiz, M., and Simo, J. C. (1986). “An analysis of a new class of integration algorithms for elastic‐plastic constitutive relations.” Int. J. of Numer. Methods in Engrg., 23, 353–366.
20.
“Pile segment tests—Sabine Pass; some aspects of the fundamental behavior of axially loaded piles in clay soils.” (1986). Earth Technology Corp., ETC Rep. No. 85‐007, Houston, Tex.
21.
Potts, D. M., and Gens, A. (1985). “A critical assessment of methods of corrections for drift from the yield surface in elasto‐plastic finite element analysis.” Int. J. Numer. and Anal. Methods in Geomech., 9, 149–159.
22.
Prevost, J. H. (1980). “Mechanics of continuous porous media.” Int. J. Engrg. Sci., 18, 787–800.
23.
Sandhu, R. S. (1976). “Variational principles for finite element analysis of consolidation.” Numer. Methods in Geomech., I, 20–40.
24.
Teh, C. I., and Houlsby, G. T. (1989). Discussion of “Undrained deep penetration: Shear stresses,” by M. M. Baligh, Geotechnique, London, England, 37(4), 525–527.
25.
Wathugala, G. W. (1990). “Finite element dynamic analysis of nonlinear porous media with applications to piles in saturated clays,” PhD dissertation, Univ. of Arizona, Tucson, Arizona.
26.
Wathugala, G. W., and Desai, C. S. (1989). “An analysis of piles in marine clay under cyclic axial loading.” Proc., 21st Offshore Tech. Conf., OTC 6002, OTC, Houston, Tex., 359–365.
27.
Wathugala, G. W., and Desai, C. S. (1990). “Dynamic analysis of nonlinear porous media with anisotropic hardening constitutive model and application of field tests on piles in saturated clays.” Report to NSF, Univ. of Arizona, Tucson, Ariz.
28.
Wathugala, G. W., and Desai, C. S. (1993). “Constitutive model for cyclic behavior of clays, I: Theory.” J. Geotech. Engrg., ASCE, 119(4), 714–729.
29.
Zienkiewicz, O. C., and Shiomi, T. (1984). “Dynamic behavior of saturated porous media: The generalized biot formulation and its numerical solution.” Int. J. Numer. Anal. Methods in Geomech., 8, 71–96.
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Copyright © 1993 American Society of Civil Engineers.
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Received: Aug 8, 1991
Published online: Apr 1, 1993
Published in print: Apr 1993
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