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Some Aspects of Clay Behavior and Their Consequences on Modeling Techniques / F. Tavenas

Conference Author
Laboratory Shear Strength of Soil (1980 : Chicago, Ill.)
Physical Description
1 online resource (11 pages) : illustrations, figures, tables
Additional Creators
Tavenas, F., American Society for Testing and Materials, and ASTM International
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Summary
Numerical models, as they are applied presently in geotechnical engineering, present serious weaknesses. Basic features of natural soils behavior are presented, and the differences with the common assumptions in constitutive models are pointed out. Some guidselines for the proper use of models and numerical analyses are given.
Dates of Publication and/or Sequential Designation
Volume 1981, Issue 740 (January 1981)
Subject(s)
Other Subject(s)
ISBN
9780803148062 (e-ISBN)
9780803107892
0803107897
Digital File Characteristics
text file PDF
Bibliography Note
Includes bibliographical references 16.
Other Forms
Also available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available by subscription.
Full text article also available for purchase.
Also available in PDF edition.
Reproduction Note
Electronic reproduction. W. Conshohocken, Pa. : ASTM International, 1981. Mode of access: World Wide Web. System requirements: Web browser. Access may be restricted to users at subscribing institutions.
Technical Details
Mode of access: World Wide Web.
Source of Acquisition
ASTM International PDF Purchase price USD25.
View MARC record | catkey: 28005441