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The Fabric of Mechanically Compacted Kaolin

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Clays and Clay Minerals

Abstract

An electron microscope study was made to determine the effect of mechanical compaction method on the fabric produced in a compacted commercial kaolin. Direct platinum-shadowed carbon replicas were made from horizontal and vertical fracture surfaces within the middle third of cylindrical specimens compacted by static load, impact, and kneading compaction at optimum moisture content and at 3% above and below optimum. Replicas were studied in the electron microscope to arrive at a qualitative evaluation of fabric. No oriented fabric or edge-to-face random fabric of individual particles, as postulated by others, was found. Regardless of compaction method the fabric was found to consist of parallel and random arrangements of packets of kaolin flakes. Both impact and kneading compaction produced essentially the same fabric consisting of trajectories of parallel packets, probably the result of shearing deformation during compaction, within essentially randomly oriented zones of packets. Static load compaction produced a fabric in which some tendency of the packets to orient normal to the direction of loading was apparent. For all compaction methods some increase in parallel packet orientation was noted with increase in molding water content. The mode of parallel orientation differed between static load compacted specimens and those produced by either impact or kneading compaction. Results of the study indicate that some revision of concepts regarding particle orientation due to mechanical compaction should be made.

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References

  • Aylmore, L. A. G., and Quirk, J. P. (1962) The structural status of clay systems, Clays and Clay Minerals, Proc. 9th Conf., Pergamon Press, New York, pp. 104–30.

    Chapter  Google Scholar 

  • Bradley, D. E. (1954) Evaporated carbon films for use in electron microscopy: British Jour. Appl. Phys. 5, 65.

    Article  Google Scholar 

  • Bradley, D. E. (1958) Simultaneous evaporation of platinum and carbon for possible use in high resolution shadow-casting for the electron microscope: Nature, 181, 875.

    Article  Google Scholar 

  • Casagrande, A. (1932) The structure of clay and its importance in foundation engineering: Jour. Boston Soc. Civ. Engrs., 19, 168–209.

    Google Scholar 

  • Goldschmidt, V. M. (1926) Undersokelser over lersedimenter: Nordisk jordbrugsforskning, nos. 4-7, pp. 434–45.

    Google Scholar 

  • Jaffe, M. S. (1948) Auxiliary supporting nets for fragile electron microscopy preparations: British Jour. Appl. Phys. 19, 1191.

    Google Scholar 

  • Lambe, T. W. (1953) The structure of inorganic soils: Proc. Amer. Soc. Civ. Engrs., Separate No. 315, New York 49, pp.

    Google Scholar 

  • Lambe, T. W. (1958a) The structure of compacted clay: Jour. Soil Mech. and Fdns. Div., Am. Soc. Civ. Engrs. 84, No. SM-2, 1654-1 through 1654-34.

  • Lambe, T. W. (1958b) The engineering behavior of compacted clay: Jour. Soil Mech. and Fdns. Div., Am. Soc. Civ. Engrs. 84, No. SM-2, pp. 1655-1 through 1655-35.

  • Meade, R. H. (1964) Removal of water and rearrangement of particles during the compaction of clayey sediments—review: U.S. Geol. Survey Prof. Paper 497-B, 23 pp.

    Google Scholar 

  • Michaels, A. S. (1959) Discussion to: physico-chemical properties of soils: soil-water systems: Jour. Soil Mech. and Fdns. Div., Am. Soc. Civ. Engrs. 85, No. SM-2, part 1, pp. 91–102.

    Google Scholar 

  • Mitchell, J. K. (1956) The fabric of natural clays and its relation to engineering properties: Proc. 35th Highway Research Board, NAS-NRC 35, 693–713.

    Google Scholar 

  • Rosenqvist, I. Th. (1955) Investigations in the clay-electrolyte water system: Publ. Norwegian Geotechnical Inst., No. 9, Oslo, 125 pp.

    Google Scholar 

  • Rosenqvist, I. Th. (1959) Physico-chemical properties of soils: soil-water systems: Jour. Soil Mech. and Fdns. Div., Am. Soc. Civ. Engrs. 85, No. SM-2, part 1, 31–53.

    Google Scholar 

  • Rosenqvist, I. Th. (1962) The influence of physico-chemical factors upon the mechanical properties of clays: Clays and Clay Minerals, Proc. 9th Conf., Pergamon Press, New York, pp. 12–27.

    Chapter  Google Scholar 

  • Seed, H. B., and Chan, C. K. (1959) Structure and strength characteristics of compacted clay: Jour. Soil Mech. and Fdns. Div., Am. Soc. Civ. Engrs., 85, No. SM-5, 87–128.

    Google Scholar 

  • Tan, T. K. (1957) Discussion on: soil properties and their measurement: in Proc. 4th Int. Conf. on Soil Mech. and Fdn. Eng III, London, pp. 87–89.

    Google Scholar 

  • Terzaghi, K. (1925) Modern conceptions concerning foundation engineering: Jour. Boston Soc. of Civ. Engrs. 12, no. 10, 1–43.

    Google Scholar 

  • Trollope, D. H., and Chan, C. K. (1960) Soil structure and the step-strain phenomenon: Jour. Soil Mech. and Fdn. Div., Am. Soc. Civ. Engrs. 86, no. SM-2, Part I, 1–39.

    Google Scholar 

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Sloane, R.L., Kell, T.R. The Fabric of Mechanically Compacted Kaolin. Clays Clay Miner. 14, 289–296 (1966). https://doi.org/10.1346/CCMN.1966.0140125

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  • DOI: https://doi.org/10.1346/CCMN.1966.0140125

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