Cyclic Soil Data for Design of Gravity Structures
Publication: Journal of Geotechnical Engineering
Volume 114, Issue 5
Abstract
The paper begins with a brief overview of some of the foundation design problems for gravity structures subjected to combinations of static and cyclic loads under undrained conditions and specifies soil data needed to analyze these problems. The paper then presents results from undrained triaxial and direct simple shear tests with various combinations of static and cyclic shear stresses on Drammen clay and describes how the data needed in the analysis can be derived from these tests. The results provide general knowledge about soil behavior under cyclic loading and constitute a database which can be used to determine soil parameters for early feasibility studies of gravity structures on clay. The database can also guide in setting up laboratory testing programs for soils from actual sites and provide a framework for interpretation of the results from such testing. Further, the results in the database can be used to develop and to check the validity of theoretical models.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Andersen, K. H. (1976). “Behavior of clay subjected to undrained cyclic loading.” Proc., International Conference on the Behavior of Off‐shore Structures, Trondheim, Norway, Vol. 1, 392–403.
2.
Andersen, K. H. (1983a). “Strength and deformation properties of clay subjected to cyclic loading.” Report 52412‐8, Norwegian Geotechnical Institute, Oslo, Norway.
3.
Andersen, K. H. (1983b). “Foundation analyses for gravity platforms—stability, soil stiffness and settlements.” Report 51500‐1, Norwegian Geotechnical Institute, Oslo, Norway.
4.
Andersen, K. H., and Aas, P. M. (1980). “Foundation performance.” Proc., Shell Brent B Instrumentation Project Seminar. London, U.K. Society for Underwater Technology, London, U.K., 57–74.
5.
Andersen, K. H., and Lauritzsen, R. (1988). “Bearing capacity for foundations with cyclic loads.” J. Geotech. Engrg., ASCE, 114(5).
6.
Andersen, K. H., and Stenhamar, P. (1982). “Static plate loading tests on overconsolidated clay.” J. Geotech. Engrg. Div., ASCE, 108(GT7).
7.
Andersen, K. H., et al. (1980). “Cyclic and static laboratory tests on Drammen clay.” J. Geotech. Engrg. Div., ASCE, 106 (GT5), 499–529.
8.
Bjerrum, L. (1967). “Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings.” Géotechnique, 17(2), 81–118.
9.
Dyvik, R., and Madshus, C. (1985). “Lab measurements of using bender elements.” Advances in the art of testing soils under cyclic conditions, ASCE, New York, N.Y., 120–147.
10.
Eide, O., Andersen, K. H., and Lunne, T. (1979). “Observed foundation behavior of concrete gravity platforms installed in the North Sea 1973–1978.” Proc., International Conference on the Behavior of Off‐shore Structures, London, U.K., Vol. 2, 435–456.
11.
Goulois, A., Whitman, R. V., and Høeg, K. (1985). “Effects of sustained shear stresses on the cyclic degradation of clay.” Strength testing of marine sediments: laboratory and in‐situ measurements; a symposium, Special Testing Publication 883, American Society for Testing and Materials, Philadelphia, Pa., 336–351.
12.
Hansteen, O. E. (1980). “Dynamic performance.” Proc., Shell Brent B Instrumentation Project Seminar, London, U.K., Society for Underwater Technology, London, U.K., 89–107.
Also publ. in: Norwegian Geotechnical Institute. Publication, 137.
13.
Stenhamar, P., and Andersen, K. H. (1982). “Fundamenters bære‐evne på leire reduseres ved syklisk belastning.” Bygg, 30(7), 26 (in Norwegian).
14.
Richart, F. E., Jr., and Hall, J. R., Jr., and Woods, R. D. (1970). Vibrations of soils and foundations. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
Information & Authors
Information
Published In
Copyright
Copyright © 1988 ASCE.
History
Published online: May 1, 1988
Published in print: May 1988
Authors
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.