INFLUENCE OF THE SHAPE AND DENSITY OF GRID COMPUTING TO THE ACCURACY OF THE NUMERICAL SIMULATION RESULTS OF THE FLOOD EMBANKMENTS MODEL

Project ISMOP: Informatyczny System Monitorowania Obwałowań Przeciwpowodziowych http://www.ismop.edu.pl/ .

Pilecki Z. Identification of the stages of numerical modeling, Proc. of 14 conf. Warsztaty Gornicze, CD, 2010 (in Polish).

FLAC v. 7.0 2011 Users Manual, Itasca Consulting Group Inc. Minneapolis. Minnesota.

Zettler A. H., Poisel R., Roth W. & Preh A. Slope stability analysis based on the shear reduction technique in 3D, FLAC and Numerical Modeling in Geomechanics (Detournay & Hart eds.), A. A. Balkema Publishers, pp 11-16, 1999.

Abbasi B., Russell D. & Taghavi R. FLAC 3D mesh and zone quality, Continuum and Distinct Element Numerical Modeling in Geomechanic, (Zhu, Detournay, Hart & Nelson eds.), ©2013 Itasca International Inc., Minneapolis, 2013.

Shakua R. & Baker R. Mesh geometry effects on slope stability calculation by flac strength reduction method - linear and non-linear failure criteria, In 3rd Int. Conf. on FLAC and Numerical Modeling in Geomechanics, Ont. pp. 109-116, 2003.

Polish water law, Art 85, point 1.4, Journal of Laws No. 115 item 1229 as amended

Kleczkowski A., Geological structure and ground water high terrace of the Vistula River east of Krakow, " Polish Geological Society ", Kraków, 34/1999, pp.191 -224, (in Polish)

Cala M., Flisiak J. & Tajdus A. Slope stability analysis with modified shear strength reduction technique, Landslides —Evaluation and stabilization, (Erlich, Fontoura, & Section Geoinformatics Sayao eds.), Proc. of the 9th International Symposium on Landslides, London, A.A. Balkema Publishers, v. 2, p. 1085-1089, 2004.

Cala M. & Flisiak J. The analysis of the slopes stability on the base of numerical and analytical calculations. Proc. of 23th Conf. Winter School of Rock Mechanics and Geoengineering, pp. 348-354, 2003 (in Polish).

Project ISMOP: Informatyczny System Monitorowania Obwałowań Przeciwpowodziowych http://www.ismop.edu.pl/ .

Pilecki Z. Identification of the stages of numerical modeling, Proc. of 14 conf. Warsztaty Gornicze, CD, 2010 (in Polish).

FLAC v. 7.0 2011 Users Manual, Itasca Consulting Group Inc. Minneapolis. Minnesota.

Zettler A. H., Poisel R., Roth W. & Preh A. Slope stability analysis based on the shear reduction technique in 3D, FLAC and Numerical Modeling in Geomechanics (Detournay & Hart eds.), A. A. Balkema Publishers, pp 11-16, 1999.

Abbasi B., Russell D. & Taghavi R. FLAC 3D mesh and zone quality, Continuum and Distinct Element Numerical Modeling in Geomechanic, (Zhu, Detournay, Hart & Nelson eds.), ©2013 Itasca International Inc., Minneapolis, 2013.

Shakua R. & Baker R. Mesh geometry effects on slope stability calculation by flac strength reduction method - linear and non-linear failure criteria, In 3rd Int. Conf. on FLAC and Numerical Modeling in Geomechanics, Ont. pp. 109-116, 2003.

Polish water law, Art 85, point 1.4, Journal of Laws No. 115 item 1229 as amended

Kleczkowski A., Geological structure and ground water high terrace of the Vistula River east of Krakow, " Polish Geological Society ", Kraków, 34/1999, pp.191 -224, (in Polish)

Cala M., Flisiak J. & Tajdus A. Slope stability analysis with modified shear strength reduction technique, Landslides —Evaluation and stabilization, (Erlich, Fontoura, & Section Geoinformatics Sayao eds.), Proc. of the 9th International Symposium on Landslides, London, A.A. Balkema Publishers, v. 2, p. 1085-1089, 2004.

Cala M. & Flisiak J. The analysis of the slopes stability on the base of numerical and analytical calculations. Proc. of 23th Conf. Winter School of Rock Mechanics and Geoengineering, pp. 348-354, 2003 (in Polish).