Conical Test Load Measuring Compressibility
Publication: Journal of Geotechnical Engineering
Volume 119, Issue 5
Abstract
Placing a conical‐shaped mound of soil on the ground surface provides a method for performing a large‐scale test load for characterizing the in situ compressibility of ground. This paper describes the test and gives an example of its use to measure the compressibility of a dynamically compacted construction debris fill, including delayed compression effects. It also includes an extension of consolidation theory to under the axis of a conical loading.
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References
1.
Davis, E. H., and Poulos, H. G. (1972). “Rate of settlement under two‐ and three‐dimensional conditions.” Geotechnique, London, England, 22(1), Mar., 95–114.
2.
“Department of the Navy Design Manual 7.1.” (1982). Soil Mech., 179.
3.
Harr, H. E., and Lovell, C. W. (1963). “Vertical stresses under certain axisymmetrical loadings.” Highway Res. Record, 39, 68–77.
4.
Lukas, R. G. (1986). “Dynamic compaction for highway construction, Vol. I: Design and construction guidelines.” FHWA/RD Final Report 86/133, Jul., 30.
5.
Schiffman, R. L. (1963). “Discussion to Harr and Lovell.” Highway Res. Record, 39, 81.
6.
Welsh, J. P. (1983). “Dynamic deep compaction of sanitary landfill.” Proc., 8th European Conf. on Soil Mech. and Foundation Engrg., 1, 319–321.
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Copyright
Copyright © 1993 American Society of Civil Engineers.
History
Received: Dec 19, 1990
Published online: May 1, 1993
Published in print: May 1993
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