DOI: 10.1061/(asce)0733-9410(1986)112:4(458). Creep of Anisotropic Clay: Microplane Model

Creep of Anisotropic Clay: Microplane Model

10.1061/(asce)0733-9410(1986)112:4(458)

Crossref journal-article

American Society of Civil Engineers (ASCE)

Journal of Geotechnical Engineering (30)

Bibliography

BaÅ¾ant, Z. P., & Kim, J. (1986). Creep of Anisotropic Clay: Microplane Model. Journal of Geotechnical Engineering, 112(4), 458â475.

Authors 2

Zdeněk P. Bažant (first)
Jin‐Keun Kim (additional)

References 32 Referenced 28

10.1680/geot.1971.21.4.359
10.1086/627419
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 DC Apr. 1949.
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 NY 1984 pp. 45–59.
10.1061/(ASCE)0733-9399(1985)111:4(559)
Bažant Z. P. and Oh B. H. “Efficient Numerical Integration on the Surface of a Sphere ” Zeitschrift für Angewandte Mathematik und Mechanik (ZAMM) Berlin Germany Vol. 66 No. 1 p. 37. (10.1515/9783112547540-005)
Bažant Z. P. and Oh B. H. “Microplane Model for Fracture Analysis of Concrete Structures ” Proceedings Symposium on the Interaction of Nonnuclear Munitions with Structures ” US Air Force Academy Colorado Springs CO May 1983 pp. 49–55.
10.1061/JMCEA3.0001989 / Journal of the Engineering Mechanics Division / Micromechanics Model for Creep of Anisotropic Clay by Bažant Z. P. (1975)
10.1139/t74-001
10.1061/JSFEAQ.0000667 / Journal of the Soil Mechanics and Foundations Division / Analysis of Clay Deformation as a Rate Process by Christensen R. W. (1964)
Cottrell A. H. The Mechanical Properties of Matter John Wiley & Sons Inc. New York NY 1964.
10.1346/CCMN.1970.0180103
10.1520/JTE10551J
Glasstone S. Laidler K. J. and Eyring H. The Theory of Rate Processes McGraw‐Hill Book Co. Inc. New York NY 1941.
10.1680/geot.1977.27.1.37
10.1016/0013-7952(75)90025-3
10.1061/JSFEAQ.0000593 / Journal of the Soil Mechanics and Foundations Division / Shearing Resistance of Soils as a Rate Process by Mitchell J. K. (1964)
10.1061/JSFEAQ.0001085 / Journal of the Soil Mechanics and Foundations Division / Soil Creep as a Rate Process by Mitchell J. K. (1968)
Murayama S. and Shibata T. “On the Rheological Character of Clay ” Transactions Japan Society of Civil Engineers No. 40 pp. 1–31. (10.2208/jscej1949.1956.40_1)
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.
Murayama S. and Shibata T. “Flow and Stress Relaxation of Clays (Rheology and Soil Mechanics) ” Proceedings Rheology and Soil Mechanics Symposium of the International Union of Theoretical and Applied Mechanics Grenoble France Apr. 1964 pp. 99–129. (10.1007/978-3-642-46047-0_10)
Pande G. N. 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 UK 1982.
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.
10.1007/BF02403104
10.1061/JSFEAQ.0001084 / Journal of the Soil Mechanics and Foundations Division / General Stress‐Strain‐Time Function for Soils by Singh A. (1968)
Stroud A. H. Approximate Calculation of Multiple Integrals Prentice Hall Englewood Cliffs NJ 1971.
Tan T. K. “Structure Mechanics of Clays ” Academia Sinica Soil Mechanics Laboratory Institute of Civil Engineering and Architecture Harbin China 1957.
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Tullis T. E. “Experimental Development of Preferred Orientation of Mica During Recrystallization ” thesis presented to the Univ. of California at Los Angeles CA in 1971 in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
10.1061/AJGEB6.0000449 / Journal of the Geotechnical Engineering Division / Time‐Dependent Behaviour of Undrained Clay by Vaid Y. P. (1977)
10.1061/JSFEAQ.0000921 / Journal of the Soil Mechanics and Foundations Division / Analysis of Consolidation by Rate Process Theory by Wu T. Y. (1966)
Zienkiewicz O. C. The Finite Element Method in Engineering Science 3rd ed. McGraw Hill Book Co. Inc. New York NY 1977.

Dates

Type	When
Created	16 years, 7 months ago (Dec. 29, 2008, 2:09 p.m.)
Deposited	3 years, 2 months ago (June 8, 2022, 9:36 p.m.)
Indexed	3 months, 2 weeks ago (May 9, 2025, 4:26 a.m.)
Issued	39 years, 4 months ago (April 1, 1986)
Published	39 years, 4 months ago (April 1, 1986)
Published Print	39 years, 4 months ago (April 1, 1986)

Funders 0

None

BibTeX

@article{Ba_ant_1986, title={Creep of Anisotropic Clay: Microplane Model}, volume={112}, ISSN={1944-8368}, url={http://dx.doi.org/10.1061/(asce)0733-9410(1986)112:4(458)}, DOI={10.1061/(asce)0733-9410(1986)112:4(458)}, number={4}, journal={Journal of Geotechnical Engineering}, publisher={American Society of Civil Engineers (ASCE)}, author={Bažant, Zdeněk P. and Kim, Jin‐Keun}, year={1986}, month=apr, pages={458–475} }

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