TECHNICAL PAPERS
Jul 1, 1987

Creep of Anisotropic Clay: New Microplane Model

Publication: Journal of Engineering Mechanics
Volume 113, Issue 7

Abstract

AS a simpler alternative to a previous microplane model, a new microplane model is presented, in which the relative slipping of clay platelets is characterized by normal rather than shear strains on the microplanes. As is the case for Batdorf and Budianski's slip theory of plasticity, the microplanes are constrained statically, i.e., the stress components on a microplane are the resolved components of the macroscopic stress, while the previous model used a kinematic constraint. This different type of constraint is needed to model correctly material anisotropy. The distribution function of normal strain rate intensity for microplanes of various orientations is calculated from the frequency distribution function of clay platelet orientations, which was approximately determined by other authors from X‐ray diffraction measurements. The 6×6 fluidity matrix is calculated from the principle of complementary virtual work on the basis of deformations of individual microplanes and the current values of the stress components. The activation energy approach, validated in previous works, is used to quantify the dependence of the normal strain rates on the microplanes of all orientations as a function of the stress level and temperature. A numerical algorithm to calculate the fluidity matrix is given, and typical test data from the literature are analyzed. With only two free material parameters, good fits of the data are achieved, including their anisotropic features. The modeling is limited to deviatoric creep, and volumetric response is left for subsequent work. The proposed model could be used in finite element programs.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Arulanandan, K., Shen, C. K., and Young, R. B., “Undrained Creep Behaviour of a Coastal Organic Silty Clay,” Geotechnique, Vol. 21, No. 4, 1971, pp. 359–375.
2.
Baker, D. W., Wenk, A. R., and Christie, J. M., “X‐ray Analysis of Preferred Orientation in Fine Grained Quartz Aggregates,” Journal of Geology, Vol. 77, 1969, pp. 144–172.
3.
Batdorf, S. B., and Budianski, B., “A Mathematical Theory of Plasticity Based on the Concept of Slip,” National Advisory Committee for Aeronautics (N.A.C.A.), Technical Note No. 1871, Washington, D.C., Apr., 1949.
4.
Bažant, Z. P., and Oh, B. H., “Microplane Model for Progressive Fracture of Concrete and Rock,” Journal of Engineering Mechanics, ASCE, Vol. 111, No. 4, Apr., 1985, pp. 559–582.
5.
Bažant, Z. P., and Oh, B. H., “Efficient Numerical Integration on the Surface of a Sphere,” Zeitschrift für Angewandte Mathematik und Mechanik (ZAMM), Vol. 66, 1986, No. 1, pp. 37–49.
6.
Bažant, Z. P., and Kim, J. K., “Creep of Anisotropic Clay: Microplane Model,” Journal of Geotechnical Engineering, ASCE, Vol. 112, No. 4, Apr., 1986, pp. 458–475.
7.
Bažant, Z. P., and Oh, B. H., “Microplane Model for Fracture Analysis of Concrete Structures,” Proceedings, Symposium on the Interaction of Non‐nuclear Munitions with Structures,” U.S. Air Force Academy, Colorado Springs, Colo., May, 1983, pp. 49–55.
8.
Bažant, Z. P., “Microplane Model for Strain‐Controlled Inelastic Behavior,” Chapter 3, Mechanics of Engineering Materials, C. S. Desai and R. H. Gallagher, Eds., John Wiley & Sons, New York, N.Y., 1984, pp. 45–59.
9.
Bažant, Z. P., and Ozaydin, K., and Krizek, R. J., “Micromechanics Model for Creep of Anisotropic Clay,” Journal of the Engineering Mechanics Division, ASCE, Vol. 101, No. 1, Feb., 1975, pp. 57–78.
10.
Campanella, R. G., and Vaid, Y. P., “Triaxial and Plane Strain Creep Rupture of an Undisturbed Clay,” Canadian Geotechnical Journal, Vol. 11, No. 1, Feb., 1974, pp. 1–10.
11.
Chawla, K. N., “Effect of Fabric on Creep Response of Kaolinite Clay,” thesis presented to Northwestern University, at Evanston, Ill., in 1973, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
12.
Christensen, R. W., and Wu, T. H., “Analysis of Clay Deformation as a Rate Process,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 90, No. 6, Nov., 1964, pp. 125–127.
13.
Cottrell, A. H., The Mechanical Properties of Matter, John Wiley & Sons, Inc., New York, N.Y., 1964.
14.
Edil, T. B., “Influence of Fabric and Soil Water Potential on Stress‐Strain Response of Clay,” thesis presented to Northwestern University, at Evanston, Ill., in 1973, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
15.
Glasstone, S., Laidler, K. J., and Eyring, H., The Theory of Rate Processes, McGraw‐Hill Book Co., Inc., New York, N.Y., 1941.
16.
Krizek, R. J., Edil, T. B., and Ozaydin, I. K., “Preparation and Identification of Clay Samples with Controlled Fabric,” Engineering Geology, 1975, Vol. 9, pp. 13–38.
17.
Mitchell, J. K., “Shearing Resistance of Soils as a Rate Process,” Journal of the Soil Mechanics and foundations Division, ASCE, Vol. 90, No. 1, Jan., 1964, pp. 29–61.
18.
Mitchell, J. K., Campanella, R. G., and Singh, A., “Soil Creep as a Rate Process,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 94, No. 1, Jan., 1968, pp. 231–253.
19.
Murayama, S., and Shibata, T., “On the Rheological Character of Clay,” Transactions of the Japan Society of Civil Engineers, Vol. 19, No. 40, pp. 1–31.
20.
Murayama, S., and Shibata, T., “Rheological Properties of Clays,” Proceedings, 5th International Congress on Soil Mechanics and Engineering Foundations, Paris, France, 1961, pp. 269–273.
21.
Murayama, S., and Shibata, T., “Flow and Stress Relaxation, of Clays (Rheology and Soil Mechanics),” Proceedings, Symposium on Rheology and Soil Mechanics, International Union of Theoretical and Applied Mechanics, Grenoble, France, Apr., 1964, pp. 99–129.
22.
Pande, G. H., and Sharma, K. G., “Multi‐Laminate Model of Clays—A Numerical Evaluation of the Influence of Rotation of the Principal Stress Axes,” Report, Dept. of Civil Engineering, University College of Swansea, U.K., 1982.
23.
Pande, G. N., and Sharma, K. G., “A Micro‐Structural Model for Soils under Cyclic Loading,” International Symposium on Soils under Cyclic and Transient Loading, Swansea, U.K., Jan., 1980, pp. 451–462.
24.
Schwab, E. F., and Broms, B. B., “Pressure‐Settlement‐Time Relationship by Screw Plate Tests in Situ,” 9th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, Tokyo, Japan, 1977, pp. 281–288.
25.
Sheeran, D. E., and Krizek, R. J., “Preparation of Homogeneous Soil Sampling by Slurry Consolidation,” Journal of Materials, American Society for Testing and Materials, Vol. 6, 1971, pp. 356–373.
26.
Singh, A., and Mitchell, J. K., “General Stress‐Strain‐Time Function for Soils,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 94, No. 1, Jan., 1968, pp. 21–26.
27.
Stroud, A. H., Approximate Calculation of Multiple Integrals, Prentice Hall, Englewood Cliffs, N.J., 1971.
28.
Taylor, G. I., “Plastic Strain in Metals,” Journal of the Institute of Metals, Vol. 62, 1938, pp. 307–324.
29.
Tullis, T. E., “Experimental Development of Preferred Orientation of Mica During Recrystallization,” thesis presented to the University of California, at Los Angeles, Calif., in 1971, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
30.
Vaid, Y. P., and Campanella, R. G., “Time‐Dependent Behaviour of Undrained Clay,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. 7, Jul., 1977, pp. 693–709.
31.
Wu, T. Y., Resendiz, D., and Neukirchner, R. J., “Analysis of Consolidation by Rate Process Theory,” Journal of he Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. 6, Nov., 1966, pp. 229–248.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 113Issue 7July 1987
Pages: 1050 - 1064

History

Published online: Jul 1, 1987
Published in print: Jul 1987

Permissions

Request permissions for this article.

Authors

Affiliations

Zdeněk P. Bažant, F. ASCE
Prof. of Civ. Engrg. and Dir., Ctr. for Concrete and Geomaterials, Northwestern Univ., Tech 2410, Evanston, IL 60201
Pere C. Prat, S. M. ASCE
Grad. Res. Asst., Ctr. for Concrete and Geomaterials, Northwestern Univ., Tech 2410, Evanston, IL 60201

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share