Dynamic properties of chemically stabilized sulfate rich clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 2, 2004, Pages 153-162

  Hoyos, Laureano René ^a   Puppala, Anand J ^a   Chainuwat, Phonlawut ^b  

^a UNIVERSITY OF TEXAS AT ARLINGTON   (United States)

^b PSA Engineering   (United States)

Author keywords

Clays; Damping; Stabilization; Stiffness; Sulfates; Texas

Indexed keywords

CEMENTS; DAMPING; FLY ASH; GEOTECHNICAL ENGINEERING; MOISTURE; POLYPROPYLENES; SHEAR STRESS;

THRESHOLD STRAIN;

CLAY;

CLAY; PHYSICOCHEMICAL PROPERTY; SOIL MECHANICS; SOIL STABILIZATION; STRESS-STRAIN RELATIONSHIP; SULFATE;

FRAXINUS;

EID: 1342331436     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:2(153)     Document Type: Article

References (29)

1. ASTM. (1993). "Test methods for modulus and damping of soils by the resonant column method." Standard D 4015-92, Philadelphia, 581-593.
2. Atkins, H. N. (1983). Highway materials, soils and concretes, 2nd Ed., Reston Publishing, Reston, Va.
3. Borden, R. H., Shao, L., and Gupta, A. (1996). "Dynamic properties of Piedmont residual soils." J. Geotech. Eng., 122(10), 813-821.
4. Chang, Y. J., and Woods, R. D. (1987). "Effect of confining stress on shear modulus of cemented sands." Soil-structure interaction, A. S. Cakmak, ed., Elsevier Science, New York.
5. Dobry, R., Ladd, R. S., Yokel, F. Y., Chung, R. M., and Powell, D. J. (1982). "Prediction of pore pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method." National Bureau of Standards Building Science Series, 138.
6. Dobry, R., Yokel, F. Y., and Ladd, R. S. (1981). "Liquefaction potential of over-consolidated sands in moderately seismic areas." Proc., Conf. on Earthquake and Earthquake Engineering in the Eastern U.S., Knoxville, Tenn., Vol. 2, 643-664.
7. Hardin, B. O., and Drnevich, V. P. (1972). "Shear modulus and damping in soils." J. Soil Mech. Found. Div., 98(7), 667-692.
8. Hausmann, M. R. (1990). Engineering principles of ground modification, McGraw-Hill, New York.
9. Hoyos, L. R., and Macari, E. J. (1999). "Influence of in situ factors on dynamic response of Piedmont residual soils." J. Geotech. Geoenviron. Eng., 125(4), 271-279.
10. Hunter, D. (1988). "Lime-induced heave in sulfate-bearing clay soils." J. Geotech. Eng., 114(2), 150-167.
11. Huoo-Ni, S. (1987). "Dynamic properties of sand under true triaxial stress states from resonant column/torsional-shear tests." PhD dissertation, Univ. of Texas, Austin, Tex.
12. Isenhower, W. M. (1979). "Torsional simple shear/resonant column properties of San Francisco Bay mud." Thesis GT80-1, Geotech. Eng. Ctr., Univ. of Texas at Austin, Austin, Tex.
13. Kim, D. S., and Stokoe, K. H. (1992). "Characterization of resilient modulus of compacted subgrade soils using resonant column and torsional shear tests." Transportation Research Record No. 1369, Transportation Research Board, Washington, D. C., 83-91.
14. Kota, P. B. V. S., Hazlett, D., and Perrin, L. (1996). "Sulfate-bearing soils: Problems with calcium based stabilizers." Transportation Research Record No. 1546, Transportation Research Board, Washington, D.C.
15. Maher, M. H., and Woods, R. D. (1990). "Dynamic response of sands reinforced with randomly distributed fibers." J. Geotech. Eng., 116(7), 1116-1131.
16. Mamlouk, M. S., and Zaniewski, J. P. (1999). Materials for civil and construction engineers, Addison-Wesley, Reading, Mass.
17. Mitchell, J. K., and Dermatas, D. (1990). "Clay soil heave caused by lime-sulfate reactions." ASTM Special Publication No. 1135, ASTM, 41-64.
18. Nelson, D. J., and Miller, J. D. (1992). Expansive soils: Problems and practice in foundation and pavement engineering, Wiley, New York.
19. Petry, M. T., and Little, N. D. (1992). "Update on sulfate-induced heave in treated clays: problematic sulfate levels." Transportation Research Record No. 1362, Transportation Research Board, Washington, D.C., 51-55.
20. Prusniski, J., and Bhattacharya, S. (1999). "Effectiveness of Portland cement and lime in stabilizing clay soils." Transportation Research Record No. 1652, Transportation Research Board, Washington, D.C.
21. Puppala, A. J., Griffin, J. A., Hoyos, L. R., and Chomtid, S. (2002). "Assessments of sulfate resistant stabilization methods to counter sulfate induced heave problems." CD-ROM Proc., 81st TRB Annual Meeting, Transportation Research Board, Washington, D.C.
22. Puppala, A. J., Hoyos, L. R., Viyanant, C., and Musenda, C. (2001). "Fiber and fly ash stabilization methods to treat soft expansive soils." Proc., Soft Ground Technology Conf., Noordwijkerhout, The Netherlands, ASCE Geotech. Special Publication No. 112, 136-145.
23. Richart, F. E., Hall, Jr., J. R., and Woods, R. D. (1970). Vibrations of soils and foundations, Prentice-Hall, Englewood Cliffs, N.J.
24. Rollings, R. S., Burkes, J. P., and Rollings, M. P. (1999). "Sulfate attack on cement-stabilized sand." J. Geotech. Geoenviron. Eng., 125(5), 364-372.
25. Seed, H. B., and Idriss, I. M. (1970). "Soil moduli and damping factors for dynamic response analysis." Rep. EERC 70-10, Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif.
26. Sherwood, P. T. (1995). Soil stabilization with cement and lime, HMSO Pub. Center, 14-55.
27. Stokoe, K. H., Isenhower, W. M., and Hsu, J. R. (1980). "Dynamic properties of offshore silty samples." OTC 3771, Offshore Technology Conference, Houston.
28. Stokoe, K. H., Nasir, S. H., and Andrus, R. D. (1991). "In-situ and laboratory measurements of the dynamic properties of cemented granular soils: A case history." U.S./Brazil Geotech. Engineering Workshop, A. S. Nieto, ed., Univ. of Illinois, Urbana, Ill., 1-39.
29. Wattanasanticharoen, E. (2000). "Laboratory investigations on four novel treatment methods to stabilize soft subgrade soils of southeast Arlington." MS thesis, Univ. of Texas at Arlington, Arlington, Tex.