COLLAPSIBILITY OF LOESS EVALUATED FROM FIELD AND LABORATORY TESTS

Frankovská, J., Liščák, P., Dananaj, I.: Case study of collapsible loess in Slovakia. In: XIVth Danube-European Conference on Geotechnical Engineering : Proceedings, STU v Bratislave, Slovakia, 2010.

Klukanová, A., Liščák, P., 2004: National Environmen tal Monitoring of Slovak Republic – Part Geological Hazards. In: Engineering Geology for Infrastructure Planning in Europe: A European Perspective . Earth Sciences, vol. 104, Springer, pp. 650 - 656

Delage, P., Cui, Y.J., Antoine, P. Geotechnical problems related with loess deposits in Northern France. In: Proceedings of International Conference on Problematic Soils, pp. 1–24, 2005

Gibbs H. J. & Bara J. P. Predicting surface subsidence from basic soil tests. ASTM STP, 322 : 277-283, 1962.

Ondrášik, M., Kopecký, M., BRČEK, M. Influence of frozen and unfrozen water in rock pores on rock expansion and deterioration. In SGEM 2014. GeoConference on Science and Technologies in Geology, Exploration and Mining : conference proceedings. Sofia : STEF 92 Technology, 2014, pp. 527-534

Jennings J.E. & Knight K. The additional settlement of foundation due to collapse of sandy soils on wetting. Proc. 4th ICSMFE, Vol. 1 , pp. 316-319, 1957.

STN 72 1001: 2010 Classification of soil and rock. Slovak national standard. Referenced document to National annex to Eurocode 7: STN EN 1997/NA.

Frankowski, Z.: Physico-mechanical properties of loess in Poland (studied in situ) Quaternary International, Vol. 24, 1994, pp. 17-23

Meier, C., Boley, C. : Method for the empirical prediction of the collapse deformations of loess soils [Methode zur empirischen Prognose der Verformungen von sackungsanfä lligen Lössböden]. Bautechnik, 89 (9), pp. 579-584 , 2012.

Vaníček, M., Vaníček, I., Pruška, J., Jirásko, D., Soga, K.: Prognosis of underground structures deterioration based on in-situ measurements. In: Proceedings of the 33rd ITA-AITES World Tunnel Congress - Underground Space - The 4th Dimension of Metropolises", WTC 2007, Praque, Vol. 2, pp. 933-938

EN 1997-2 Eurocode 7. Geotechnical design. Part 2. Ground investigation and testing. 2010

Francisca, F. (2007). Evaluating the Constrained Modulus and Collapsibility of Loess from Standard Penetration Test. Int. J. Geomech., DOI: 10.1061/(ASCE)1532- 3641(2007)7:4 (307), 307-310.

Schnaid F.: In situ testing in Geomechanics. Taylor and Francis , 2009, p. 352. 16th International Scientific GeoConference SGEM2016 www.sgem.org 16th International Multidisciplinary Scientific GeoConference SGEM 2016 16th International Scientific GeoConference SGEM2016 www.sgem.org

Frankovská, J., Liščák, P., Dananaj, I.: Case study of collapsible loess in Slovakia. In: XIVth Danube-European Conference on Geotechnical Engineering : Proceedings, STU v Bratislave, Slovakia, 2010.

Klukanová, A., Liščák, P., 2004: National Environmen tal Monitoring of Slovak Republic – Part Geological Hazards. In: Engineering Geology for Infrastructure Planning in Europe: A European Perspective . Earth Sciences, vol. 104, Springer, pp. 650 - 656

Delage, P., Cui, Y.J., Antoine, P. Geotechnical problems related with loess deposits in Northern France. In: Proceedings of International Conference on Problematic Soils, pp. 1–24, 2005

Gibbs H. J. & Bara J. P. Predicting surface subsidence from basic soil tests. ASTM STP, 322 : 277-283, 1962.

Ondrášik, M., Kopecký, M., BRČEK, M. Influence of frozen and unfrozen water in rock pores on rock expansion and deterioration. In SGEM 2014. GeoConference on Science and Technologies in Geology, Exploration and Mining : conference proceedings. Sofia : STEF 92 Technology, 2014, pp. 527-534

Jennings J.E. & Knight K. The additional settlement of foundation due to collapse of sandy soils on wetting. Proc. 4th ICSMFE, Vol. 1 , pp. 316-319, 1957.

STN 72 1001: 2010 Classification of soil and rock. Slovak national standard. Referenced document to National annex to Eurocode 7: STN EN 1997/NA.

Frankowski, Z.: Physico-mechanical properties of loess in Poland (studied in situ) Quaternary International, Vol. 24, 1994, pp. 17-23

Meier, C., Boley, C. : Method for the empirical prediction of the collapse deformations of loess soils [Methode zur empirischen Prognose der Verformungen von sackungsanfä lligen Lössböden]. Bautechnik, 89 (9), pp. 579-584 , 2012.

Vaníček, M., Vaníček, I., Pruška, J., Jirásko, D., Soga, K.: Prognosis of underground structures deterioration based on in-situ measurements. In: Proceedings of the 33rd ITA-AITES World Tunnel Congress - Underground Space - The 4th Dimension of Metropolises", WTC 2007, Praque, Vol. 2, pp. 933-938

EN 1997-2 Eurocode 7. Geotechnical design. Part 2. Ground investigation and testing. 2010

Francisca, F. (2007). Evaluating the Constrained Modulus and Collapsibility of Loess from Standard Penetration Test. Int. J. Geomech., DOI: 10.1061/(ASCE)1532- 3641(2007)7:4 (307), 307-310.

Schnaid F.: In situ testing in Geomechanics. Taylor and Francis , 2009, p. 352. 16th International Scientific GeoConference SGEM2016 www.sgem.org 16th International Multidisciplinary Scientific GeoConference SGEM 2016 16th International Scientific GeoConference SGEM2016 www.sgem.org