STUDIES ON THE STABILIZATION OF EXPANSIVE SOILS TREATED WITH GRANULAR MATERIALS

Kemp S.J., Merriman R.J. & Bouch J.E. – Clay mineral reaction progress – The maturity and burial history of the Lias Group of England and Wales, Clay minerals, pp 43-61, 2005;

Snethen D.R. – A review of engineering experiences with expansive soils in highway subgrades, Report No. FHWA- RD-75-48, U.S. Army Engineer Waterways Experiment Station, Interim Report, Washington, 1975;

Petry T.M. & Little D.N. – Review of stabilization of clays and expansive soils in pavement and lightly loaded structures – History, practice and future, Journal of Materials in Civil Engineering, pp 447-460, 2002;

Mitchell J.K. & Soga K. – Fundamentals of Soil Behavior, 3 rd Ed. John Willey & Sons, 2005;

Jones L. & Jefferson I. – Manual series. C5 – Expansive soils, Institution of Civil Engineering, London, 2011;

Moore D. & Reynolds R. – X-Ray Diffraction and the Identification and Analysis of Clay Minerals, 2nd Ed. Oxford University Press, New York, 1997;

Matei L. – Determinator pentru metode fizice de analiza a mineralelor si a rocilor, Bucharest, 1988;

Ivasuc T. - Laboratory studies on the optimum compaction characteristics of expansive soils, First Internation Conference for PhD students in Civil Engineering, Ed. Eikon, Cluj-Napoca, pp 374 -381, 2012;

NP 126 - Normativ privind fundarea pe pamanturi cu umflari si contractii mari, Bucuresti, 2012;

Agrawal V., Gupta M. – Expansive soil stabilization using marble dust, International Journal of Earth Sciences and Engineering, Vol. 4, pp 59-62, 2011;

Cokca E., Erol O., Armangil F. – Effects of compaction moisture content on the shear strength of an unsaturated clay, Geotechnical and Geological Engineering, 22, pp 285-297, 2004.

Kemp S.J., Merriman R.J. & Bouch J.E. – Clay mineral reaction progress – The maturity and burial history of the Lias Group of England and Wales, Clay minerals, pp 43-61, 2005;

Snethen D.R. – A review of engineering experiences with expansive soils in highway subgrades, Report No. FHWA- RD-75-48, U.S. Army Engineer Waterways Experiment Station, Interim Report, Washington, 1975;

Petry T.M. & Little D.N. – Review of stabilization of clays and expansive soils in pavement and lightly loaded structures – History, practice and future, Journal of Materials in Civil Engineering, pp 447-460, 2002;

Mitchell J.K. & Soga K. – Fundamentals of Soil Behavior, 3 rd Ed. John Willey & Sons, 2005;

Jones L. & Jefferson I. – Manual series. C5 – Expansive soils, Institution of Civil Engineering, London, 2011;

Moore D. & Reynolds R. – X-Ray Diffraction and the Identification and Analysis of Clay Minerals, 2nd Ed. Oxford University Press, New York, 1997;

Matei L. – Determinator pentru metode fizice de analiza a mineralelor si a rocilor, Bucharest, 1988;

Ivasuc T. - Laboratory studies on the optimum compaction characteristics of expansive soils, First Internation Conference for PhD students in Civil Engineering, Ed. Eikon, Cluj-Napoca, pp 374 -381, 2012;

NP 126 - Normativ privind fundarea pe pamanturi cu umflari si contractii mari, Bucuresti, 2012;

Agrawal V., Gupta M. – Expansive soil stabilization using marble dust, International Journal of Earth Sciences and Engineering, Vol. 4, pp 59-62, 2011;

Cokca E., Erol O., Armangil F. – Effects of compaction moisture content on the shear strength of an unsaturated clay, Geotechnical and Geological Engineering, 22, pp 285-297, 2004.