Carbonates and cementation of glacially derived cohesive soils in New York State and southern Ontario

Canadian Geotechnical Journal

Volumn 34, Issue 4, 1997, Pages 534-550

  Boone, Storer J ^a   Lutenegger, Alan J ^b  

^a GOLDER ASSOCIATES LTD   (Canada)

^b University of Massachusetts   (United States)

Author keywords

Cemented soils; Clay; Mineralogy; Overconsolidation; Sensitivity; Silt

Indexed keywords

CARBONATES; CLAY; CONSOLIDATION; MINERALOGY; SILT;

CEMENTATION; COHESIVE SOIL; GLACIOLACUSTRINE; PRECONSOLIDATION PRESSURE;

SEDIMENTS;

CARBONATE; CLAY; MINERALOGY; OVERCONSOLIDATION; SILT;

EID: 0031200891     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t97-017     Document Type: Article

References (132)

1. Adams, J.I. 1970. Effect of groundwater levels on stress history of the St. Clair clay till deposit: Discussion. Canadian Geotechnical Journal, 7: 190-193.
2. Adams, J.I., and Radhakrishna, H.S. 1970. Loss of strength due to sampling in a glacial lake deposit. In Sampling of soil and rock. American Society for Testing and Materials, Special Technical Publication STP 483, pp. 109-120.
3. Ashley, G.M., Shaw, J., and Smith, N.D. 1985. Glacial sedimentary environment. Society of Paleontologists and Mineralogists, Short Course 16, pp. 135-237.
4. Ballivy, G., Pouliot, G., and Loiselle, A.A. 1971. Quelques caracteristiques géologiques et minéralogiques des dépôts d'argile du nord-ouest du Quebec. Canadian Journal of Earth Sciences, 8(12): 1525-1541.
5. Ballivy, G., Loiselle, A.A., and Pouliot, G. 1975. Quelques caracteristiques géotechniques des dépôts d'argile de la baie James: les coulées d'argile de Fort Rupert, Quebec. Canadian Geotechnical Journal, 12: 498-509.
6. Becker, D.E., Crooks, J.H.A., Been, K., and Jefferies, M.G. 1987. Work as a criterion for determining in situ and yield stresses in clays. Canadian Geotechnical Journal, 24: 549-564.
7. Bemben, S.M. 1982. Brittle behavior of a varved clay during triaxial undrained shear strength tests. In Geotechnical properties, behavior, and performance of calcareous soils. Edited by K.R. Demers and R.C. Cheney. American Society for Testing and Materials, Special Technical Publication STP 777, pp. 252-275.
8. Bennett, R.A. 1986. Determining the undrained shear strength of overconsolidated clay. New York State Department of Transportation, Soil Mechanics Bureau, Albany, N.Y.
9. Bentley, S.P. 1980. Significance of amorphous material relative to sensitivity in some Champlain clays: Discussion. Canadian Geotechnical Journal, 16: 632-634.
10. Bjerrum, L. 1967. Engineering geology of Norwegian normally consolidated clays as related to settlement of buildngs. Géotechnique, 17(2): 81-118.
11. Bjerrum, L., and Lo, K.Y. 1963. Effect of aging on the shear-strength properties of a normally consolidated clay. Géotechnique, 13(2): 147-157.
12. Bjerrum, L., and Rosenqvist, I.T. 1956. Some experiments with artificially sedimented clays. Géotechnique, 6(3): 124-136.
13. Bjerrum, L., and Wu, T. 1960. Fundamental shear-strength properties of the Lilla Edet clay. Géotechnique, 10(3): 101-109.
14. Brooker, E.W., and Ireland, H.O. 1965. Earth pressures at rest related to stress history. Canadian Geotechnical Journal, 11(1): 1-15.
15. Broughton, J.G., Fisher, D.W., Isachsen, Y.W., and Rickard, L.V. 1962. Geologic map of New York State. The University of the State of New York, The State Education Department, Museum and Science Service, Albany, N.Y.
16. Brzezinski, L.S. 1968. The perfomance of a timber crib founded on soft very sensitive lacustrine clay. Canadian Geotechnical Journal, 5(1): 1-15.
17. Burghignoli, A., Cavalera, L., Chieppa, V., Jamiolkowski, M., Mancuso, C., Marchetti, S., Pane, V.,Paoliani, P., Silvestri, F., Vinale, F., and Vittori, E. 1991. Geotechnical characterization of Fucino Clay. Proceedings of the 10th European Conference on Soil Mechanics and Foundation Engineering, Florence, Italy, pp. 27-40.
18. Cadwell, D.H. 1988. Surficial geologic map of New York, Niagara, Finger Lakes, Adirondack, Hudson-Mohawk, and Lower Hudson sheets. New York State Museum and Science Service, Map and Chart Series Number 40.
19. Casagrande, A. 1948. Classification and identification of soils. Transactions, ASCE, 113: 901-930.
20. Casagrande, A. 1958. Notes on the design of the liquid limit device. Géotechnique, 8(2): 84-91.
21. Casagrande, L., Firing, P., Schoof, G., and Turcke, E.W. 1965. Settlement of mat foundation on thick stratum of sensitive clay. Canadian Geotechnical Journal, 2(4): 299-312.
22. Conlon, R.J. 1966. Landslide on the Toulnustouc River, Quebec. Canadian Geotechnical Journal, 3(3): 113-144.
23. Conlon, R.J., and Isaacs, R.M.F. 1970. Effect of sampling and testing techniques on the shear strength of a glacial-lacustrine clay from Welland, Ontario. In Sampling of soil and rock. American Society for Testing and Materials, Special Technical Publication STP 483, pp. 10-29.
24. Connally, G.G., and Sirkin, L. 1986. Woodfordian ice margin recessional events and pollen stratigraphy of the mid-Hudson Valley. In The Wisconsin Stage of the First Geological District, east New York. New York State Museum and Science Service, Bulletin 455, pp. 50-72.
25. Cotecchia, F., and Chandler, R.J. 1995. Geotechnical properties of the Pleistocene clays of the Pappadai Valley, Taranto, Italy. Quarterly Journal of Engineering Geology, 28: 5-22.
26. Del Olmo, C., Fioravante, V., Gera, F., Hueckel, T., Mayor, J.C., and Pellegrini, R. 1996.Themomechanical properties of deep argillaceous formations. Engineering Geology, 41: 87-102.
27. Demers, K.R., and Cheney, R.C. (Editors). 1982. Geotechnical properties, behavior, and performance of calcareous soils. American Society for Testing and Materials, Special Technical Publication STP 777.
28. Dreimanis, A. 1961. Tills of southern Ontario. In Soils in Canada. Edited by R.F. Legget. Royal Society of Canada, Special Publication 3, pp. 80-96.
29. Dreimanis, A. 1962. Quantitative gasometric determination of calcite and dolomite by using Chittick apparatus. Journal of Sedimentary Petrology, 32(3): 520-529.
30. Dreimanis, A. 1970. Effect of groundwater levels on stress history of the St. Clair clay till deposit: Discussion. Canadian Geotechnical Journal, 7: 188-189.
31. Eyles, C.H., and Eyles, N. 1983. Sedimentation in a large lake: a reinterpretation of the Late Pleistocene stratigraphy at Scarborough Bluffs, Ontario, Canada. Geology, 11: 146-152.
32. Fairchild, I.J., Bradby, L., and Spiro, B. 1994. Reactive carbonate in glacial systems: a preliminary synthesis of its creation, dissolution and reincarnation. In Earth's glacial record. Edited by M. Deynoux, J.M.G. Miller, E.W. Domack, N. Eyles, I.J. Fairchild, and G.M. Young. Cambridge University Press, Cambridge, U.K., pp.176-192.
33. Fischer, K.P., Andersen, K.H., and Mourn, J. 1978. Properties of an artificially cemented clay. Canadian Geotechnical Journal, 15: 322-331.
34. Fleming, W.L.S. 1935. Glacial geology of central Long Island. American Journal of Science, 24: 216-238.
35. Flint, R.F. 1971. Glacial and Quaternary geology. John Wiley & Sons, Inc., New York, pp. 561-579.
36. Fookes, P.G. 1988. The geology of carbonate soils and rocks and their engineering characteristics and description. In Engineering for calcareous sediments. Edited by R.J. Jewell and M.S. Khorshid. A.A. Balkema, Rotterdam, pp. 807-836.
37. Gemme, R.L. 1985. Undrained shear strength parameters for cohesive coils. Course Notes, New York State Department of Transportation, Soil Mechanics Bureau, Albany, N.Y.
38. Graham, J., and Teller, J.T. 1984. Leda clay from deep boreholes at Hawkesbury, Ontario. Part I: geology and geotechnique: Discussion. Canadian Geotechnical Journal, 21: 733-734.
39. Griffiths, F.J., and Joshi, R.C. 1988. Identification of cementation in overconsolidated clays. Géotechnique, 38(3): 451-452.
40. Hawkins, A.B., and McDonald, C. 1992. Decalcification and residual shear strength reduction in Fuller's Earth Clay. Géotechnique, 42(3): 453-464.
41. Haynes, J.E. 1975. Mineralogy and bonding components of Leda clay at four sites. M.S. thesis, University of Western Ontario, London, Ont.
42. Hough, J.L. 1958. Geology of the Great Lakes. University of Illinois Press, Urbana.
43. Jamiolkowski, M., Ladd, C., Germaine, J., and Lancellotta, R. 1985. New developments in field and laboratory testing of soils. Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, pp. 57-155.
44. Jewell, R.J., and Khorshid, M.S. (Editors). 1988. Engineering for calcareous sediments. A.A. Balkema, Rotterdam.
45. Karrow, P.F. 1967. Pleistocene geology of the Scarborough area. Ontario Department of Mines, Report 46.
46. Kemmis, T.J., and Hallberg, G.R. 1980. Matrix carbonate data for tills in southeast Iowa. In Illinoian and pre-Illinoian stratigraphy of southeast Iowa and adjacent Illinois. Edited by G.R. Hallberg. Iowa Geological Survey, Technical Information Series, No. 11, pp. 185-197.
47. Kenney, T. C. 1976. Formation and geotechnical characteristics of glacial-lake varved soils. Laurits Bjerrum Memorial Volume, Norwegian Geotechnical Institute, Oslo, Norway, pp. 15-39.
48. Kenney, T.C., Moum, J., and Berre, T. 1967. An experimental study of bonds in a natural clay. Norwegian Geotechnical Institute, Publication 76, pp. 65-69.
49. Ladd, C.C., and Foott, R. 1974. New design procedure for stability of soft clays. Journal of the Geotechnical Engineering Division, ASCE, 100(7): 763-786.
50. Ladd, C.C., and Foott, R. 1977. Foundation design of embankments constructed on varved clays. U.S. Department of Transportation, Federal Highway Administration Report FHWA TS-77-214.
51. LaFleur, R.G. 1965. Glacial geology of the Troy, New York, quadrangle. New York State Museum and Science Service, Map and Chart Series No. 7.
52. LaFleur, R.G. 1979. Deglacial events in the eastern Mohawk - northern Hudson Lowland. New York State Geological Association, 51st Annual Meeting, Guidebook, Trip B-6, pp. 326-350.
53. Lajtai, E.Z. 1969. Stratigraphy of the University Subway, Toronto, Canada. Proceedings of the Geological Association of Canada, 20: 17-23.
54. Lambe, W.T. 1960. A mechanistic picture of shear strength in clay. Research Conference on Shear Strength of Cohesive Soils, American Society of Civil Engineers, New York, pp. 555-580.
55. Lambe, T.W., and Whitman, R.V. 1979. Soil mechanics. SI version. John Wiley & Sons, New York.
56. La Rochelle, P., and Lefebvre, G. 1970. Sampling disurbance in Champlain clays. In Sampling of soil and rock. American Society for Testing and Materials, Special Technical Publication STP 483, pp. 143-163.
57. La Rochelle, P., Sarrailh, R., Roy, M., and Tavenas, F.A. 1976. Effect of storage and reconsolidation on the properties of Champlain clays. In Soil specimen preparation for laboratory testing. American Society for Testing and Materials, Special Technical Publication STP 599, pp. 126-146.
58. Leathers, F.D. 1974. Behavior of embankments on New York varved clay. M.S. and C.E. thesis, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Mass.
59. Leonards, G.A., and Ramiah, B.K. 1960. Time effects in the consolidation of clays. In American Society for Testing and Materials, Special Technical Publication 254, pp. 116-130.
60. Lineback, J.A., Follmer, L.R., Willman, H.B., McKay, E.D., King, J.E., King, F.B., and Miller, N.G.1979. Wisconsinan, Sangamonian, and Illinoian stratigraphy in central Illinois. Illinois State Geological Survey, Guidebook 13.
61. Little, J.A. 1989. Crystalline calcite in till: engineering implications. Géotechnique, 39(3): 533-541.
62. Locat, J., Lefebvre, G., and Ballivy, G. 1984. Mineralogy, chemistry, and physical properties interrelationships of some sensitive clays from Eastern Canada. Canadian Geotechnical Journal, 21: 530-540.
63. Loiselle, A., Massiera, M., and Sainani, U.R. 1971. A study of the cementation bonds of the sensitive clays of the Outardes River Region. Canadian Geotechnical Journal, 8: 479-498.
64. Lutenegger, A.J. 1990. Determination of in situ lateral stresses in a dense glacial till. Transportation Research Record 1278, pp. 194-203.
65. Lutenegger, A.J. 1995. Geotechnical behaviour of verconsolidated surficial clay crusts. Transportation Research Record 1479, pp. 61-74.
66. Marsal, R.J. 1957. Unconfined compression and vane shear tests in volcanic lacustrine clays. Proceedings of the ASTM Conference on Soils for Engineering Purposes, Mexico City. American Society for Testing and Materials, Special Technical Publication No. 232, pp. 215-228.
67. Masterson, C.J. 1970. The relationship of fabric and bonding to the strength of a sensitive marine clay. M.S. thesis, University of Western Ontario, London, Ont.
68. o-OCR relationships in soil. Journal of the Geotechnical Engineering Division, ASCE, 108(6): 851-872.
69. McKown, A.F., and Ladd, C.C. 1982. Effects of cementation on the compressibility of Pierre Shale. In Geotechnical properties, behavior, and performance of calcareous soils. Edited by K.R. Demers and R.C. Cheney. American Society for Testing and Materials, Special Technical Publication STP 777, pp. 320-339.
70. McKyes, E., Sethi, A., and Yong, R.N. 1974. Amorphous coatings on particles of sensitive clay soils. Clays and Clay Minerals, 22: 427-433.
71. Merrit, R.S., and Muller, E.H. 1959. Depth of leaching in relation to carbonate content of till in central New York State. American Journal of Science, 254: 465-480.
72. Mesri, G., and Hayat, T.M. 1993. The coefficient of earth pressure at rest. Canadian Geotechnical Journal, 30: 647-666.
73. Mitchell, J.K. 1960. Fundamental aspects of thixotropy in soils. Journal of the Soil Mechanics and Foundations Division, ASCE, 86(3): 19-52.
74. Mitchell, J.K. 1976. Fundamentals of soil behavior. John Wiley & Sons, Inc., New York.
75. Mitchell, J.K., and Houston, W.N. 1969. Causes of clay sensitivity. Journal of the Soil Mechanics and Foundations Division, ASCE, 95(3): 845-871.
76. Moran, Proctor, Mueser & Rutledge, Consulting Engineers. 1954. Report on subsoil investigations and foundation recommendations for the New York State office buildings at the Campus Site, Al-bany, New York. Report prepared for the New York State Department of Public Works, Albany, N.Y.
77. Moran, Proctor, Mueser & Rutledge, Consulting Engineers. 1963. Review of foundation conditions for the South Mall Project. Report prepared for the New York State Office of General Services, Albany, N. Y.
78. Mourn, J., and Zimme, T.F. 1972. Geochemical tests on a Canadian quick clay from St. Jean Vianney, Quebec. Norwegian Geotechnical Institute, Internal Report 51004.
79. Mourn, J., Loken, T., and Torrance, J.K. 1971. A geochemical investigation of the sensitivity of a normally consolidated clay from Drammen, Norway. Géotechnique, 21(4): 329-340.
80. Muller, E.H., Franzi, D.A., and Ridge, J.C. 1986. Pleistocene geology of the Western Mohawk Valley, New York. The Wisconsin Stage of the First Geological District, East New York. New York State Museum and Science Service, Bulletin 455.
81. Nagaraj, T.S., and Srinivasa-Murthy, B.R. 1983. Rationalization of Skempton's compressibility equation. Géotechnique, 33(4): 433-443.
82. Nagaraj, T.S., and Srinivasa-Murthy, B.R. 1986a. A critical reappraisal of compression index equations. Géotechnique, 36(1): 27-32.
83. Nagaraj, T.S., and Srinivasa-Murthy, B.R. 1986b. Prediction of compressibility of overconsolidated uncemented soils. Journal of Geotechnical Engineering, ASCE, 112(4): 484-488.
84. Nicholson, D.P. 1987. The design and performance of the retaining walls at Newton Station. Proceedings of the Singapore Mass Rapid Transit Conference, April 6-9, Singapore, Institution of Civil Engineers, pp. 147-154.
85. Norman, L.E. 1958. A comparison of values of liquid limit determined with apparatus having bases of different hardness. Géotechnique, 8(2): 79-83.
86. Ontario Geological Survey. 1991. Bedrock geology of Ontario, southern sheet. Ontario Geological Survey, Map 2544.
87. Parsons, J.D. 1976. New York's glacial lake formation of varved silt and clay. Journal of the Geotechnical Engineering Division, ASCE, 102(6): 605-638.
88. Peck, R.B., and Reed, W.C. 1954. Engineering properties of Chicago subsoils. University of Illinois Experimental Station, Bulletin 423.
89. Quigley, R.M. 1968. Discussion. Canadian Geotechnical Journal, 5(3): 175-177.
90. Quigley, R.M. 1969. Soil mineralogy, chemistry and fabric, Welland Canal soils. Unpublished report, University of Western Ontario, London, Ont. Used with permission of the St. Lawrence Seaway Corporation, Weiland, Ont.
91. Quigley, R.M. 1980. Geology, mineralogy, and geochemistry of Canadian soft soils: a geotechnical perspective. Canadian Geotechnical Journal, 17: 261-285.
92. Quigley, R.M., and Ogunbadejo, T.A. 1972a. Till geology, mineralogy, and geotechnical behaviour, Sarnia, Ontario. In Glacial till. Edited by R.F. Legget. Royal Society of Canada, Special Publication 3, pp. 336-345.
93. Quigley, R.M., and Ogunbadejo, T.A. 1972b. Clay layer fabric and oedometer consolidation of a soft varved clay. Canadian Geotechnical Journal, 9: 165-175.
94. Quigley, R.M., Matich, M.A.J., Horvath, R.G., and Hawson, H.H. 1971. Swelling clay in two slope failures at Toronto, Canada. Canadian Geotechnical Journal, 8: 417-424.
95. Quigley, R.M., Sethi, A.J., Boonsinsuk, D.E., and Yong, R.N. 1982. Geologic control on soil composition and properties, Lake Ojibway Clay Plain, Matagami, Quebec. Proceedings, 35th Canadian Geotechnical Conference, Water Retaining Structures, Montréal, pp. 461-479.
96. Quigley, R.M., Haynes, J.E., Bohdanowicz, A., and Gwyn, Q.H.J. 1983. Leda clay from deep boreholes at Hawkesbury, Ontario. Part I: geology and geotechnique. Canadian Geotechnical Journal, 20: 288-298.
97. Quigley, R.M., Haynes, J.E., Bohdanowicz, A., and Gwyn, Q.H.J. 1985. Geology, geotechnique, mineralogy, and geochemistry of Leda clay from deep boreholes, Hawkesbury area, Prescott County. Ontario Geological Survey Study 29.
98. Reeds, C. 1928. Clays of the glacial lakes about New York City. Natural History, 27: 54-64.
99. Roderick, G.L. 1975. Properties of some glacial soils in Wisconsin. Proceedings of a Symposium on the Engineering Behaviour of Glacial Materials, University of Birmingham, 21-23 April 1975. Midland Soil Mechanics and Foundation Engineering Society, Birmingham, U.K., pp. 75-82.
100. Rosauer, E., and Frechen, J. 1960. Carbonate concretions in the Karlicher loess profile, Rheinland. Proceedings, Iowa Academy of Science, 67: 346-356.
101. Rosenqvist, I.T. 1953. Considerations on the sensitivity of Norwegian quick clay. Géotechnique, 3(5): 195-200.
102. Rosenqvist, I.T. 1955. Investigations in the clay electrolyte water system. Norwegian Geotechnical Institute, Publication 9.
103. Rosenqvist, I.T. 1963. The influence of physico-chemical factors upon the mechanical properties of clays. Norwegian Geotechnical Institute, Publication 54.
104. Rosenqvist, I.T. 1966. Physico-chemical properties of soils: soil-water systems. Journal of the Soil Mechanics and Foundations Division, ASCE, 85(2): 31-53.
105. Russell, D.J., and Parker, A. 1979. Geotechnical, mineralogical and chemical interrelationships in weathering profiles of an overconsolidated clay. Quarterly Journal of Engineering Geology, 12: 107-116.
106. Sangrey, D.A. 1972a. On the causes of natural cementation in sensitive soils. Canadian Geotechnical Journal, 9: 117-119.
107. Sangrey, D.A. 1972b. Naturally cemented sensitive soils. Géotechnique, 22: 117-119.
108. Schmertmann, J.H. 1983. A simple question about consolidation. Journal of Geotechnical Engineering, ASCE, 109(1): 119-122.
109. Schmertmann, J.H. 1991. The mechanical aging of soils. Journal of Geotechnical Engineering, ASCE, 117(9): 1288-1330.
110. Schuberth, C.J. 1968. The geology of New York City and environs. The American Museum of Natural History, The Natural History Press, Garden City, N.Y., pp. 182-199.
111. Semple, R.M. 1988. The mechanical properties of carbonate soils. In Engineering for calcareous sediments. Edited by R.J. Jewell and M.S. Khorshid. A. A. Balkema, Rotterdam, pp. 807-836.
112. Simons, N.B. 1960. Comprehesive investigations of the shear strength of an undisturbed Drammen Clay. Research Conference on Shear Strength of Cohesive Soils, American Society of Civil Engineers, New York, pp. 727-746.
113. Skempton, A. W. 1957. Discussion on the planning and design of the new Hong Kong Airport. Proceedings of the Institution of Civil Engineers, 7: 305-307.
114. Skempton, A.W., and Henkel, D.J. 1953. The post-glacial clays of the Thames Estuary at Tilbury and Shellhaven. Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, London, p. 100.
115. Skempton, A.W., and Northey, R.D. 1952. The sensitivity of clays. Géotechnique, 3(1): 30-53.
116. Smith, R.M., and Schuster, R.L. 1971. Engineering properties of glacial lake deposits in the Missouri River Canyon, Montana. Proceedings of the 9th Annual Symposium on Engineering Geology and Soils Engineering, Boise, Idaho, pp. 65-89.
117. Soderblom, R. 1966. Chemical aspects of quick clay formation. Engineering Geology, 1(6): 415-431.
118. Soderman, L.G., and Kim, Y.D. 1970. Effect of groundwater levels on stress history of the St. Clair clay till deposit. Canadian Geotechnical Journal, 7: 173-187.
119. Soderman, L.G., and Quigley, R.M. 1965. Geotechnical properties of three Ontario clays. Canadian Geotechncal Journal, 11(2): 167-189.
120. Terzaghi, K., and Peck, R.B. 1967. Soil mechanics in engineering practice. 2nd ed. John Wiley & Sons, New York, pp. 79-82.
121. Torrance, J.K. 1974. A laboratory investigation of the effect of leaching on the compressibility and shear strength of Norwegian marine clays. Géotechnique, 24(2): 155-173.
122. Torrance, J.K. 1975. On the role of chemistry in the development and behaviour of the sensitive marine clays of Canada and Scandinavia. Canadian Geotechnical Journal, 12: 326-335.
123. Torrance, J.K. 1983. Towards a general model of quick clay development. Sedimentology, 30: 547-555.
124. Torrance, J.K. 1995. On the paucity of amorphous minerals in the sensitive postglacial marine clays. Canadian Geotechnical Journal, 32: 535-538.
125. Townsend, D.L. 1965. Geotechnical properties of three Ontario clays: Discussion. Canadian Geotechnical Journal, 2(2): 190-193.
126. Townsend, D.L., Sangrey, D.A., and Walker, L.K. 1969. The brittle behaviour of naturally cemented soils. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, pp. 411-417.
127. Walker, L.K., and Raymond, G.P. 1968. The prediction of consolidation rates in a cemented clay. Canadian Geotechnical Journal, 4: 192-216.
128. Ward, J.S. & Associates. 1957. Report on soils and foundation investigation, State University at Albany, Country Club Site Academic Complex, Albany, New York. Report prepared for the New York State Office of General Services, Albany, N.Y.
129. Wroth, C.P., and Wood, D.M. 1978. The correlation of index properties with some basic engineering properties of soils. Canadian Geotechnical Journal, 15(2): 137-145.
130. Yong, R.N., Sethi, A., and La Rochelle, P. 1979. Significance of amorphous material relative to sensitivity in some Champlain clays. Canadian Geotechnical Journal, 16: 511-520.
131. Zhu, F., Clark, J.I., and Paulin, M. 1995. Factors affecting at-rest lateral stress in artificially cemented sands. Canadian Geotechnical Journal, 32(2): 195-203.
132. Zoltai, S.C. 1965. Glacial features of the Quetico-Nipigon area, Ontario. Canadian Journal of Earth Sciences, 2: 247-269.