Hidrológiai Közlöny 2004 (84. évfolyam)

4. szám - Imre Emőke - Szendefy János: Árvízvédelmi gátak és más földművek talajának módosítása mésszel

IMRE E. - SZENDEFY J.: Árvízvédelmi gátak talajának módosítása mésszel 69 MITCHELL, J. K. and HOOPER, D. R., 1961. Influence of Time Between Mixing and Compaction on Properties of a Lime-Stabilized Expansive Clay. Highway research Board, Bulletin 304, pp. 14-31. O'FLAHERTY, C. and ANDREWS, D.,1968. Frost Effects in Lime and Cement-Treated Soils. Highway Res. Rcc. No. 235, pp 49-60. PREUS, C. K. 1964. Laboratory Evaluation of Lime Treatment of Typical Minnesota Soils. State of Minnesota, Department of Highways, Investigation No. 64. REMUS, M. D. and DAVIDSON, D. T„ 1961. Relation of Strength to Compostion and Density of Lime Treated Clayey Soils. Soil Stabilization With Lime, Joint pub. Iowa Engineering Experiment Station Bulletin No. 195, and Iowa Highway Research Board Bulletin No. 25, pp. 95-106. SCHLORHOLTZ, S. and DEMIREL, T , 1983. Ouick Lime-Gypsum Interactions in Stabilized Soil Bases For Concrete Highways. Cement and Concrete Research, Vol. 14, pp. 529-532. SHERARD, I. L„ DUNNINGAN, L. P., DECKER, R. S., 1977 Some Engineering Problems with Dispersive Clay Related Diping and Erosin. Geotechnical Projects ASTM STP 623 Edited by Sherard, I. L. and Decker, R. S SHERARD, I. L., 1984 Trends and debatable aspects in enbanokment dam engineering. Water Power Dam Constr. Dec. VI. 36, No. 12. pp 26-32 SHERWOOD, P. T., 1962. Effect of Sulfates on Cement and Lime Stabilized Soils. Highway Res. Board, Bulletin No. 353, pp. 98-107. STOCKER, P. T., 1972. Diffusion and Diffuse Cementation in Lime and Cement Stabilized Clayey Soils. Australian Road Research Board Special Report No. 8, pp. 18-64. SZENDEFY, J., 2004 Geotechikai problémák megoldása mésszel, ÉPKO 2004 Konferencia Kiadvány TAYLOR, W. H. Jr. and ARMAN, A., 1960. Lime Stabilization Utilizing Preconditioned Soils. Highway Research Board, Bulletin No. 262, pp. 1-19. THOMPSON, M. R., 1964. The Significance of Soil Properties in Lime-Soil Stabilization. Civil Engineering Studies, Highway Engineering Series No. 13, Illinois Co-operative Highway Research Program Series No. 237. University of Illinois, Urbana, Illinois. THOMPSON, M. R., 1966. Shear Strength and Elastic Properties of Lime-Soil Mixtures. Highway Research Record No. 139, pp. 1-14. THOMPSON, M. R„ 1966. Lime Reactivity of Illinois Soils Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. 5M5, pp. 67-92. THOMPSON, M. R„ 1967.Factors Influencing The Plasticity and Strength of Lime-Soil Mixtures. Engineering Experiment Station Bulletin No. 492, University of Illinois, pp. 1-19. THOMPSON, M. R., 1967. Split-Tensile Strength of Lime-Stabilized Soils. Highways Research Record No. 92, pp. 69-80. UPPAL, H. L., CHADDA, L. R. and DHAWAN, P. K., 1970. Field Studies on the Pulverization of Black Cotton Soil for the Construction of Soil Road Bases. Highway Res. Record No.315, pp 35-39 WALKER, R. D. and KARABULUT, C., 1965. Effects of Freezing and Thawing on Unconfined Compressive Strength of Lime-Stabilized Soils. Highway Research Record No. 92, pp. 1-9 WANG, J. W. H„ MATEOS, M and DAVIDSON, D. T„ 1963. Comparative Studies on the Effects of Hydraulic, Calcitic and Dolomitic Limes and Cement in Soil Stabilization. Highway Research Record No. 29, pp. 42-54. WEIMER, N. F., 1972. The Strength, Resilience and Frost Durability Characteristics of a Lime-Stabilized Till. M. Sc. Thesis, University of Saskatchewan, Saskatoon, Saskatchewan, Canada, 134 p. WHITE, R. N. & Charles G. S. (1987). Building structural design handbook John Wiley & Sons, Inc. WONG D.K.H. (1986) A report on the Review Phase of the Lime-Modified Clay Resaerch Program University of Saskatchewan, Saskatoon, Saskatchewan, Canada. Abstract: Key words: IMRE EMŐKE SZENDEFY JANOS A kézirat beérkezeti: 2004 június 10-én Soil modification for river dykes and other earthworks with lime Imre, E. - Szendefy, J. This paper presents a review of the lime-related research literature. The review consists of five parts. Part one presents the various theories that have been offered to explain the soil-lime reactions. Part two reviews various laboratory classification tests relevant to lime-modified soils. Part three discusses various variables influencing the behaviour of lime-modified soils. Part four relates the outcomes to the change of the grading curve which can be characterised by the grading entropy. Finally, a summary of the literature review and a number of research recommendations are presented in Part five, flood control, soil modification, soil-calc reaction. a műszaki tudomány kandidátusa, okleveles mérnök, mérnök-matematikus szakmérnök, tudományos főmunkatárs, Budapesti Műszaki és Gazdaságtudományi Egyetem Geotechnikai Tanszék. oki. mérnök, a Budapesti Műszaki és Gazdaságtudományi Egyetem Geotechnikai Tanszék doktorandusz hallgatója