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ENGINEERING-GEOLOGICAL MAPS OF GEOLOGICAL FACTORS OF THE ENVIRONMENT IN SLOVAKIA

References [1] Act on Environment, No. 17/1992 (http://jaspi.justice.gov.sk) [2] BALIAK F., Mapy svahových porúch ako pomôcka pri znaleckej činnosti, Almanách znalca, Roč. 8, č. 3/2009, SvF STU Bratislava, 2009, 24-27. [3] BALIAK F., MALGOT J., Geologické faktory urbanistickej výstavby, [in:] K. KATTOŠ (ed.), Infraštrukturálne a technické hľadiská v priestorovom plánovaní, ROAD, Bratislava, 2000, 21-53. [4] KLUKANOVÁ A., SPIŠÁK Z., PETRO Ľ., KOVÁČIK M., Smernica na zostavenie

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HORIZONTAL DRAINS AS EFFECTIVE MEASURE FOR LANDSLIDE REMEDIATION

References [1] SMITH T.W., STAFFORD G.V., California experience with horizontal drains for landslide correction and prevention, presented at the Annual Convention A.S.C.E. New York City, New York, October 24-28, 1955, 17 pages. [2] NEMČOK A., Zosuvy v slovenských Karpatoch, Bratislava, Veda, 1982, 306 pages. [3] ČERTÍK P., FLIMMEL I., SPUSTA P., Skúsenosti zo sanačných prác v Handlovskej kotline, Konferencia Výskum, prieskum a sanácia zosuvných území na Slovensku, Nitrianske Rudno, 1996. [4

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Comparative Model Tests of SDP and CFA Pile Groups in Non-Cohesive Soil

References [1] KNABE W., Model tests of foundation plate supported by piles (in Polish), Rozprawy Hydrotechniczne, book 36th, 1976. [2] KRASIŃSKI A., Model tests of screwed pile , Proc. of the XIV Danube-European Conf. on Geotechnical Engineering, Bratislava, Slovak Republic, June 2-4, 2010, p. 237 + CD. [3] SŁABEK A., Interaction between foundation plate supported on piles and subsoil (in Polish), Ph.D. dissertation, Gdaňsk University of Technology, Faculty of Hydro and Environment Engineering, Gdansk, Poland, 2003. [4] TEJCHMAN A., GWIZDAA K

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Pile Model Tests Using Strain Gauge Technology

References [1] HOFFMANN K., An Introduction to Stress Analysis and Transducer Design using Strain Gauge, HBM. Retrieved July 5, 2014, from HBM http://www.hbm.com/en/menu/tips-tricks/experimentalstress- analysis/reference-book/ [2] KRASIŃSKI A., Model tests of screwed piles, Proceedings of the XIV Danube-European Conference on Geotechnical Engineering. From Research to Design in European Practice, 2-4 June 2010, Bratislava. [3] KRASIŃSKI A., Screw displacement piles. Interaction with non-cohesive soil

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The Analysis of Soil Resistance During Screw Displacement Pile Installation

-European Conf. on Geotechnical Engineering, Bratislava, Slovak Republic, June 2-4, 2010, 237+CD. [4] KRASIŇSKI A., Field tests of screw displacement piles and columns SDP and SDC , Drogi i Mosty, 2011a, No. 1-2, pp. 21-58 (in Polish). [5] KRASIŇSKI A., Results of field tests of screw displacement pile and columns , Inźynieria Morska i Geotechnika, 2011b, No. 6, pp. 510-530 (in Polish). [6] KRASIŇSKI A., Bearing capacity and interaction with soil of screw displacement piles , Final report of research project No. N N506 432936 for the Polish Ministry of Science and

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Rock Pore Structure as Main Reason of Rock Deterioration

, PriF UK, Bratislava, 2004. [27] ONDRÁŠIK M., Vplyv štruktúry pórov a vlastností v nich uzavretej vody na rozpad hornín, Geologické Práce, Bratislava 2006, No. 112, ŠGÚDŠ, 79-95. [28] POWERS T.C., The air requirements of frost-resistant concrete, Proceedings of the Highway Research Board, 1949, 29, 184-211. [29] POWERS T.C., Freezing effect in concrete. Durability of concrete, ACI SP47, American Concrete Institute, Detroit, Michigan, 1975, 1-11. [30] RIGBEY S.J., The effect of sorbed water on expansivity

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