ESTIMATION OF SOIL MOBILITY USING THE FALL CONE TEST

Atterberg A., Die plastizität der tone, Internationale Mitteilungen für Bodenkunde, vol. 1, pp 10-43, 1911.

Terzaghi K., Principles of final soil classification, Public Roads, vol. 8, No. 3, pp 41-53, 1926.

Sivakumar V., Glynn D., Cairns P., Black J.A., A new method of measuring plastic limit of fine materials, Geo’technique, vol. 59, No. 10, pp 813-823, 2009.

Ca sagrande A., Notes on the design of the liquid limit device, Ge’otechnique, vol. 8, pp 84–91, 1958.

ASTM D4318-10e1, Standard test methods for liquid limit, p lastic limit, and plasticity index of soils, ASTM International, West Conshohocken, PA, 2010, www.astm.org

Feng, T.W., Closure to fall-cone p enetration and water content relationships of clays. Ge’otechnique, vol. 51, no. 9, pp 820-821, 2001.

BS 1377, Methods of test for soils for civil engineering purposes, British Standard Institution, London, 1990.

ASTM C143, Standard Test Method for Slump of Hydraulic-Cement Concrete, ASTM International, West Conshohocken, PA, 2012, www.astm.org

JIS A 1101, Method of test for slump of concrete, Japanese Standards Association (JSA JIS), 1998.

SS027120, Geotechnical test-cone liquid limit (SS 027120). Swedish Standards Commission, Stockholm, 1990.

Karlsson R., Suggested improvements in the liquid limit test with reference to flow properties of remolded clays, 5th Int. Conf. on Soil Mechanics and Founda tion Eng., vol.1, p.171, Paris, France, 1961.

Wroth C.P., Wood D.M., The correlation of index properties with some basic engineering properties of soils, Canadian Geotechnical Journal, v ol. 15, no. 2, pp 137-145, 1978.

Harrison J.A., Using BS cone penetrometer for the determination of plastic limit of soils. Ge´otechnique, vol. 38, no. 3, pp 433-438, 1988. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

Atterberg A., Die plastizität der tone, Internationale Mitteilungen für Bodenkunde, vol. 1, pp 10-43, 1911.

Terzaghi K., Principles of final soil classification, Public Roads, vol. 8, No. 3, pp 41-53, 1926.

Sivakumar V., Glynn D., Cairns P., Black J.A., A new method of measuring plastic limit of fine materials, Geo’technique, vol. 59, No. 10, pp 813-823, 2009.

Ca sagrande A., Notes on the design of the liquid limit device, Ge’otechnique, vol. 8, pp 84–91, 1958.

ASTM D4318-10e1, Standard test methods for liquid limit, p lastic limit, and plasticity index of soils, ASTM International, West Conshohocken, PA, 2010, www.astm.org

Feng, T.W., Closure to fall-cone p enetration and water content relationships of clays. Ge’otechnique, vol. 51, no. 9, pp 820-821, 2001.

BS 1377, Methods of test for soils for civil engineering purposes, British Standard Institution, London, 1990.

ASTM C143, Standard Test Method for Slump of Hydraulic-Cement Concrete, ASTM International, West Conshohocken, PA, 2012, www.astm.org

JIS A 1101, Method of test for slump of concrete, Japanese Standards Association (JSA JIS), 1998.

SS027120, Geotechnical test-cone liquid limit (SS 027120). Swedish Standards Commission, Stockholm, 1990.

Karlsson R., Suggested improvements in the liquid limit test with reference to flow properties of remolded clays, 5th Int. Conf. on Soil Mechanics and Founda tion Eng., vol.1, p.171, Paris, France, 1961.

Wroth C.P., Wood D.M., The correlation of index properties with some basic engineering properties of soils, Canadian Geotechnical Journal, v ol. 15, no. 2, pp 137-145, 1978.

Harrison J.A., Using BS cone penetrometer for the determination of plastic limit of soils. Ge´otechnique, vol. 38, no. 3, pp 433-438, 1988. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org