Review of Wetting‐Induced Collapse in Compacted Soil
Publication: Journal of Geotechnical Engineering
Volume 118, Issue 9
Abstract
As high earth dams, deep compacted highway embankments, and Other thick compacted fills become more common, it is imperative that engineers consider and control the potential for wetting‐induced collapse in compacted fills. Problems associated with collapse settlements in compacted fills include damage to structures and foundations placed on fills; cracking and slope failure within fills; damage to pavements and subgrades placed on highway embankments; piping, seepage losses, and failure in earth dams; as well as distress or failure of underground utilities. In contrast to naturally deposited soils, whose potential for collapse is determined by natural processes, an engineer can control the potential for collapse in a compacted fill during the placement process. In this paper, a synthesis is presented of the writers' experience, research, and extensive literature review of the mechanisms causing collapse, soil parameters affecting the occurrence and magnitude of collapse, and case histories in which substantial damage from collapse settlements has occurred.
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References
1.
Alwail, T. (1990). “Mechanism and effect of fines on the collapse of compacted sandy soils,” Ph.D. thesis, Washington State Univ., Pullman, Wash.
2.
Barden, L., McGown, A., and Collins, K. (1973). “The collapse mechanism in partly saturated soil.” Engrg. Geol., 7(1), 49–60.
3.
Booth, A. R. (1975). “The factors influencing collapse settlement in compacted soils.” Proc., Sixth Regional Conf. for Africa on Soil Mechanics and Foundation Engineering, South African Institute of Civil Engineers, Vol. 2, 57–63.
4.
Booth, A. R. (1977). “Collapse settlement in compacted soils.” CSIR Res. Report 324, Council for Scientific and Industrial Research, Pretoria, 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., Conf. on Clay Fill, Inst. of Civ. Engrs., London, England, 79–87.
7.
Dakshanamurthy, V. (1979). “A stress‐controlled study of swelling characteristics of compacted expansive clays.” Geotech. Test. J., 2(1), 57–60.
8.
Dudley, J. H. (1970). “Review of collapsing soils.” J. Soil Mech. Found. Div., ASCE, 96(3), 925–947.
9.
El Sohby, M. A., and Rabbaa, S. A. (1984). “Deformational behavior of unsaturated soils upon wetting.” Proc., Eighth Regional Conf. for Africa on Soil Mechanics and Foundation Engineering, South African Institution of Civil Engineers, Vol. 1, 129–137.
10.
Hodek, R. J., and Lovell, C. W. (1979). “A new look at compaction processes in fills.” Bull., Association of Engrg. Geol., 16(4), 487–499.
11.
Huang, D. (1989). “A laboratory investigation on the behavior of collapsible soil,” Master's thesis, Colorado State Univ., Fort Collins, Colo.
12.
Jaky, J. (1948). “Influence of ground water level oscillation on subsidence of structures.” Proc., Second Int. Conf. on Soil Mechanics and Foundation Engineering, Rotterdam, International Society for Soil Mechanics and Foundation Engineering, 148–150.
13.
Jennings, J. E., and Burland, J. B. (1962). “Limitations to the use of effective stresses in partly saturated soils.” Geotechnique, 12(2), 125–144.
14.
Jennings, J. E., and Knight, K. (1957). “The prediction of total heave from the double oedometer test.” Transactions, Symp. on Expansive Clays, South African Inst. of Civ. Engrg., 13–19.
15.
Justo, J. L., Delgado, A., and Ruiz, J. (1984). “The influence of stress‐path in the collapse‐swelling of soils at the laboratory.” Proc., Fifth Int. Conf. on Expansive soils, 67–71.
16.
Lawton, E. C. (1986). “Wetting‐induced collapse in compacted soil,” Ph.D. thesis, Washington State Univ., Pullman, Wash.
17.
Lawton, E. C., Fragaszy, R. J., and Hardcastle, J. H. (1989). “Collapse of compacted clayey sand.” J. Geotech. Engrg., ASCE, 115(9), 1252–1267.
18.
Lawton, E. C., Fragaszy, R. J., and Hardcastle, J. H. (1991a). “Stress ratio effects on collapse of compacted clayey sand.” J. Geotech. Engrg., 117(5), 714–730.
19.
Lawton, E. C., Fragaszy, R. J., and Hetherington, M. D. (1991b). “Significance and control of wetting‐induced collapse in compacted soils.” Tech. Report No. 91‐01, Univ. of Utah, Salt Lake City, Utah.
20.
Leonards, G. A., and Davidson, L. W. (1984). “Reconsideration of failure initiating mechanisms for Teton dam.” Proc., Int. Conf. on Case Histories in Geotechnical Engineering, Vol. 2, 1103–1113.
21.
Leonards, G. A., and Narain, J. (1963). “Flexibility of clay and cracking of earth dams.” J. Soil Mech. Found. Div., ASCE, 89(2), 47–98.
22.
Lin, P. S., and Lovell, C. W. (1981). “Compressibility of field compacted clay.” Report FHWA/IN/JHRP‐81/14, Purdue Univ., West Lafayette, Ind.
23.
Lourens, J. P., and Cazpla, H. (1987). “Prediction of collapse settlement of a high embankment.” Die Siviele Ingenieur in Suid‐Afrika, 29(2), 49–57.
24.
Miranda, A. N. de (1988). “Behavior of small earth dams during initial filling,” Ph.D. thesis, Colorado State Univ., Fort Collins, Colo.
25.
Mishu, L. P. (1963). “Collapse in one‐dimensional compression of compacted clay upon wetting,” Master's thesis, Purdue Univ., West Lafayette, Ind.
26.
Mitchell, J. K. (1976). “Fabric, structure, and property relationships.” Fundamentals of soil behavior, John Wiley & Sons, New York, N.Y., 222–252.
27.
Nobari, E. S., and Duncan, J. M. (1972). “Movements in dams due to reservoir filling.” Performance of earth and earth‐supported structures, ASCE, New York, N.Y., 797–815.
28.
Peterson, R., and Iverson, N. L. (1953). “Study of several low earth dam failures.” Proc., Third Int. Conf. on Soil Mechanics and Foundation Engineering, International Society for Soil Mechanics and Foundation Engineering, Vol. 2, 273–276.
29.
Seed, H. B., and Chan, C. K. (1959). “Structure and strength characteristics of compacted clays.” J. Soil Mech. Found. Div., ASCE, 85(5), 87–128.
30.
Steadman, L. (1987). “Collapse settlement in compacted soils of variable fines content,” Master's thesis, Washington State Univ., Pullman, Wash.
31.
Witsman, G. R., and Lovell, C. W. (1979). “The effect of compacted prestress on compacted shale compressibility,” Report FHWA/IN/JHRP‐79‐16, Purdue Univ., West Lafayette, Ind.
32.
Yi, F., Ishihara, K., Towhata, I., and Murata, M. (1990). “Dynamic properties of collapsible soils.” Proc. 25th Japanese Nat. Conf. on Soil Mechanics and Foundation Engineering, Japanese Society of Soil Mechanics and Foundation Engineering, 833–836.
Information & Authors
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Published In
Journal of Geotechnical Engineering
Volume 118 • Issue 9 • September 1992
Pages: 1376 - 1394
Copyright
Copyright © 1992 ASCE.
History
Published online: Sep 1, 1992
Published in print: Sep 1992
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