Infiltration tests on fractured compacted clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 11, 1998, Pages 1149-1152

  Day, Robert W ^a  

^a Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001849075     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:11(1149)     Document Type: Article

References (10)

1. Cleveland, G. B. (1960). “Geology of the Otay Clay Deposit, San Diego County, California.” California Div. of Mines Spec. Rep. 64, Sacramento, Calif.
2. Day, R. W. (1992). “Swell versus saturation for compacted clay.” J. Geotech. Engrg., ASCE, 118(8), 1272-1278.
3. Day, R. W. (1994a). “Swell-shrink behavior of compacted clay.” J. Geo-tech. Engrg., ASCE, 120(3), 618-623.
4. Day R. W. (1994b). “Weathering of expansive sedimentary rock due to cycles of wetting and drying.” Bull. Assn. of Engrg. Geologists, 31(3), 387-390.
5. Day, R. W. (1997). “Discussion of ‘Hydraulic conductivity of desiccated geosynthetic clay liners,’ by B. Tom Boardman and David E. Daniel.” J. Geotech. and Geoenvir. Engrg., ASCE, 123(5), 484 -486.
6. Hewitt, R. D., and Daniel, D. E. (1997). “Hydraulic conductivity of geo-synthetic clay liners after freeze-thaw.” J. Geotech. and Geoenvir. Engrg., ASCE, 123(4), 305-131.
7. Holtz, R. D., and Kovacs, W. D. (1981). An introduction to geotechnical engineering. Prentice-Hall, Englewood Cliffs, N.J.
8. Kennedy, M. P., and Tan, S. S. (1977). “Geology of National City, Imperial Beach and Otay Mesa quadrangles, southern San Diego met-ropolitan area, California.” Map Sheet 29, California Division of Mines and Geology, Sacramento, Calif.
9. Kraus, J. F., Benson, C. H., Erickson, A. E., and Chamberlain, E. J. (1997). “Freeze-thaw cycling and hydraulic conductivity of bentonitic barriers.” J. Geotech. and Geoenvir. Engrg., ASCE, 123(3), 229-238.
10. Laboratory soil testing manual. (1970). U. S. Army Engineers Experiment Station, Department of the Army, Washington, D.C., Fig. 2, VII-3.