Geotechnical Characterization of Desiccated Clay
Publication: Journal of Geotechnical Engineering
Volume 109, Issue 1
Abstract
Conventional testing procedures produce scatter and bias in indicated properties of soils, such as desiccated clays. This paper describes and compares several conventional and nonconventional methods for characterizing the engineering properties of such soils at a site in Houston, Texas. Properties considered include undrained shear strength, stress‐deformation moduli, earth pressure coefficients, and compression indexes. Similarities and differences between soil preconsolidated by desiccation and by stress removal are noted.
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References
1.
Al‐Layla, M. T. H., “Study of Certain Geotechnical Properties of Beaumont Clay,” thesis, presented to Texas A and M University, College Station, Tex., in 1970, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2.
Baguelin, F., Jezequel, J. F., and Shields, D. H., The Pressuremeter and Foundation Engineering, Trans Tech Publications, Clausthal, Germany, 1978, 617 pp.
3.
Bernard, H. A., LeBlanc, R. J., and Major, C. F., “Recent and Pleistocene Geology of Southeast Texas,” Geology of the Gulf Coast and Central Texas, Houston Geological Society, Houston, Tex., 1962, pp. 175–224.
4.
Brooker, E. W., and Ireland, H. O., “Earth Pressurs at Rest Related to Stress History,” Canadian Geotechnical Journal, Vol. II, No. 1, Feb., 1965, pp. 1–15.
5.
Fox, N. S. et al., “Determination of Horizontal Stress in Soils,” Report No. FHWA/RD‐81/118, Department of Transportation, Federal Highway Administration, Aug., 1981.
6.
Ladd, C. C., and Foott, R., “New Design Procedure for Stablility of Soft Clays,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 100, No. GT7, July, 1974, pp. 763–786.
7.
Marsland, A., and Randolph, M. F., “Comparisons of the Results from Pressuremeter Tests and Large In‐Situ Plate Tests in London Clay,” Geotechnique, Vol. 27, No. 2, June, 1977, pp. 217–243.
8.
Mahar, L. J., and O'Neill, M. W., “Field Study of Pile Group Action, Appendix C,” Report No. FHWA/RD‐81/005, Department of Transportation, Federal Highway Administration, Mar., 1981.
9.
Merritt, B. K., Davidson, R. R., and Baker, G. L., “Menard Pressuremeter Experience in Beaumont Clay,” paper presented at the Apr., 1979, meeting of the ASCE Texas Section, held at, Austin, Tex.
10.
O'Neill, M. W., and Reese, L. C., “Behavior of Bored Piles in Beaumont Clay,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 98, No. SM2, Feb., 1972, pp. 195–213.
11.
Schmertmann, J. H., “Guidelines for Cone Penetration Test Performance and Design,” U.S. Department of Transportation, Federal Highway Administration, Report No. FHWA‐TS‐78‐209, 1978, 145 pp.
12.
Stokoe, K. H., II, and Woods, R. D., “In‐Situ Shear Wave Velocity by Cross‐Hole Method,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 98, No. SMS, May, 1972, pp. 443–460.
13.
Vesić, A. S., “Expansion of Cavities in Infinite Soil Mass,” Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, Vol. 98, No. SM3, Mar., 1972, pp. 265–290.
14.
Wroth, C. P., and Hughes, J. M., “Development of a Special Instrument for the In‐Situ Measurement of the Strength and Stiffness of Soils,” Proceedings, Conference on Subsurface Exploration for Underground Excavation and Heavy Construction, New Hampshire, Aug., 1974, pp. 312–332.
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Copyright © 1983 ASCE.
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Published online: Jan 1, 1983
Published in print: Jan 1983
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