Stress ratio effects on collapse of compacted clayey sand

Journal of Geotechnical Engineering

Volumn 117, Issue 5, 1991, Pages 714-730

  Hardcastle, James H ^c  

^a UNIVERSITY OF MIAMI   (United States)

^b Geotech Consultant ^*  (United States)

^c UNIVERSITY OF IDAHO   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0000602747     PISSN: 0733-9410     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9410(1991)117:5(714)     Document Type: Article

References (25)

1. Abeyesekera, R. A. (1977). “Stress-deformation and strength characteristics of a compacted shale.” Report No. JHRP-77-24, Purdue University, West Lafayette, Ind.
2. Abeyesekera, R. A., and Lovell, C. W. (1981). “Volume changes in compacted clays and shales on saturation.” Transp. Res. Rec, Transportation Research Board, Washington, D.C., (790), 67–73.
3. Barden, L., McGown, A., and Collins, K. (1973). “The collapse mechanism in partly saturated soil.” Engrg. Geol., 7, 49–60.
4. Booth, A. R. (1977). “Collapse settlement in compacted soils.” Res. Report 324, Bull. 13, Commonwealth Scientific Institute for Research, National Institute for Transport and Road Research, South Africa.
5. Brandon, T. L., Duncan, J. M., and Gardner, W. S. (1990). “Hydrocompression settlement of deep fills.” J. Geotech. Engrg., ASCE, 116(10), 1536–1548.
6. Cox, D. W. (1978). “Volume change of compacted clay fill.” Proc. of Conference on Clay Fills, Institution of Civil Engineers, London, U.K., 79–87.
7. Dakshanamurfhy, V. (1979). “A stress-controlled study of swelling characteristics of compacted expansive clays.” Geotech. Testing J., ASTM, 2(1), 57–60.
8. Dudley, J. H. (1970). “Review of collapsing soils.” J. Soil Mech. and Found. Div., ASCE, 96(3), 925–947.
9. Duncan, J. M., and Seed, R. B. (1986). “Compaction-induced earth pressures under Ko-conditions.” J. Geotech. Engrg., ASCE, 112(1), 1–22.
10. Hodek, R. J., and Lovell, C. W. (1979). “A new look at compaction processes in fills.” Bull. Assoc., of Engrg. Geolog., 16(4), 487–499.
11. Jaky, J. (1944). “The coefficient of earth pressure at rest.” J. Soc. Hungarian Arch. Engrs., 7, 355–358.
12. Jennings, J. E., and Knight, K. (1957). “The additional settlement of foundations due to collapse of sandy soils on wetting.” Proc. of Fourth Int. Conf. on Soil Mechanics and Foundation Engineering, London, U.K., 1, 316–319.
13. Johnson, J. M., and Lovell, C. W. (1979). “The effect of laboratory compaction on the shear behavior of a highly plastic clay after saturation and consolidation.” Report No. JHRP-79-7, Purdue University, West Lafayette, Ind.
14. Justo, J. L., Delgado, A., and Ruiz, J. (1984). “The influence of stress-path in the collapse-swelling of soils at the laboratory.” Proc. of the Fifth Int. Conf. on Expansive Soils, Adelaide, South Australia, 67–71.
15. Lawton, E. C. (1986). “Wetting-induced collapse in compacted soil,” thesis presented to Washington State University, at Pullman, Wash., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
16. Lawton, E. C., Fragaszy, R. J., and Hardcastle, J. H. (1989). “Collapse of a compacted clayey sand.” J. Geotech. Engrg., ASCE, 115(9), 1252–1267.
17. Leonards, G. A., and Davidson, L. W. (1984). “Reconsideration of failure initiating mechanisms for Teton Dam.” Proc. of Int. Conf. on Case Histories in Geotechnical Engineering, St. Louis, Mo., 2, 1103–1113.
18. Lobdell, G. T. (1981). “Hydroconsolidation potential of Palouse loess.” J. Geotech. Engrg. Div., ASCE, 107(6), 733–742.
19. Lourens, J. P., and Czapla, H. (1987). “Prediction of collapse settlement of a high embankment.” Civ. Engr. in South Afr., 29(2), 49–57.
20. Lutenegger, A. J., and Saber, R. T. (1988). “Determination of collapse potential of soils.” Geotech. Testing J., ASTM, 11(3), 173–178.
21. Mingzhen, L. (1987). “Laboratory experiment of intermittment immersion on collapsible loess.” Selected Papers from the Chinese Journal of Geotechnical Engineering, Y. H. Huang, ed., ASCE, 53–61.
22. Miranda, A. N. de (1988). “Behavior of small earth dams during initial filling,” thesis presented to Colorado State University, at Fort Collins, Colo., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
23. Peterson, R., and Iverson, N. L. (1953). “Study of several low earth dam failures.” Proc. of Third Int. Conf. on Soil Mechanics and Foundation Engineering, Zurich, Switzerland, 2, 273–276.
24. rankine, W. M. J. (1857). “On stability of loose earth.” Philos. Trans. Royal Soc. London, U.K., 1, 9–27.
25. Witsman, G. R. (1979). “The effect of compaction prestress on compacted shale compressibility.” Report No. JHRP-79-16, Purdue University, West Lafayette, Ind.