"RIV/00025798:_____/13:00000251" . "P\u0159\u00EDnos geofyzik\u00E1ln\u00EDch m\u011B\u0159en\u00ED pro pozn\u00E1n\u00ED tektoniky a sesuv\u016F ve \u0160lapanic\u00EDch" . . "1212-6209" . . "Geologick\u00E9 v\u00FDzkumy na Morav\u011B a ve Slezsku" . . "In the area of the \u0160lapanice school buildings a large frontal landslide in Lower Badenian clay covered by loesses and anthropogenic sediments was documented. Length of the landslide is ca 200 m, width at the base up to a\u017E 720 m, thickness of the body of the landslide based on geophysical research reaches to 10 m. The landslide is a complex body consisting of older and active parts. The school buildings were founded in old landslide originally. Georadar (two profiles) and geoelektric (one profile) measurements were used for geotechnical evaluation of the landslide. Multielectrode cable tomography (ERT) and dipole electromagnetic conductivity survey (DEMP) were used from geoelectric method. Closely the northern part of the building was measured and interpreted geological-geophysical profile PF0 which was constructed based on georadar measurement and hydrogeological borehole VS-1, the sharp boundary between sediments of the Lower Carboniferous and the Lower Badenian of the Carpathian Foredeep was found. There were intepreted two fault systems of SW\u2013NE direction taking place parallel to the margin of the basin. In the profile PF1 was documented the structure of the landslide in detail. Due to geophysical measurements and study of the borehole database was intepreted a new fault system within the school buildings area."@en . "Krej\u010D\u00ED, Old\u0159ich" . . . "P\u0159\u00EDnos geofyzik\u00E1ln\u00EDch m\u011B\u0159en\u00ED pro pozn\u00E1n\u00ED tektoniky a sesuv\u016F ve \u0160lapanic\u00EDch"@cs . . "Tomanov\u00E1 Petrov\u00E1, Pavla" . "3"^^ . . . "Contribution of methods for near-surface geophysical survey for tectonics and landslides in \u0160lapanice town"@en . "2"^^ . "P\u0159\u00EDnos geofyzik\u00E1ln\u00EDch m\u011B\u0159en\u00ED pro pozn\u00E1n\u00ED tektoniky a sesuv\u016F ve \u0160lapanic\u00EDch" . "Contribution of methods for near-surface geophysical survey for tectonics and landslides in \u0160lapanice town"@en . "V oblasti \u0161koln\u00ED budovy ve \u0160lapanic\u00EDch byl dokumentov\u00E1n rozs\u00E1hl\u00FD sesuv ve spodnobaden. j\u00EDlech p\u0159ekryt\u00FD spra\u0161emi a antropogenn\u00EDmi sedimenty. D\u00E9lka je asi 200 m, \u0161\u00ED\u0159ka u b\u00E1ze a\u017E 720 m, mocnost t\u011Blesa sesuvu na z\u00E1kla\u011B geofyzik\u00E1ln\u00EDch m\u011B\u0159en\u00ED dosahuje k 10 m. Sesuv p\u0159edstavuje komplex t\u011Blesa sest\u00E1vaj\u00EDc\u00EDho ze star\u0161\u00EDch a aktivn\u00EDch \u010D\u00E1st\u00ED. \u0160kola byla p\u016Fvodn\u011B zalo\u017Eena na star\u00E9m sesuvu. Pro geotechnick\u00E9 zhodnocen\u00ED sesuvu byla vyu\u017Eita georadarov\u00E1 (2 profily) and geoelektrick\u00E1 (1 profil) m\u011B\u0159en\u00ED. Byla vyu\u017Eita metoda mnohaelektrodov\u00E9 tomografie ERT (multikabel) a dip\u00F3lov\u00E9 elektromagnetick\u00E9 profilov\u00E1n\u00ED DEMP. Pobl\u00ED\u017E s. \u010D\u00E1sti budovy byl zm\u011B\u0159en a interpretov\u00E1n geologicko-geofyzik\u00E1ln\u00ED profil PF0, kter\u00FD byl konstruov\u00E1n na z\u00E1klad\u011B georadarov\u00E9ho m\u011B\u0159en\u00ED a hydrogeol. vrtu VS-1. Byla zji\u0161t\u011Bna ostr\u00E1 hranice mezi sedimenty spodn\u00EDho karbonu a spodn\u00EDho badenu karpatsk\u00E9 p\u0159edhlubn\u011B a interpretov\u00E1ny 2 zlomov\u00E9 syst\u00E9my JZ-SV sm\u011Bru prob\u00EDhaj\u00EDc\u00ED paraleln\u011B s okrajem p\u00E1nve. V profilu PF1 byla dokumentov\u00E1na struktura sesuvu detailn\u011B. D\u00EDky geofyzik. m\u011B\u0159en\u00EDm a studiu vrtn\u00E9 datab\u00E1ze byl interpretov\u00E1n nov\u00FD zlomov\u00FD syst\u00E9m pod \u0161koln\u00ED budovou."@cs . "Carpathian Foredeep, Tectonic, Geophysics, Georadar, Geoelectricity, Remediation"@en . "V oblasti \u0161koln\u00ED budovy ve \u0160lapanic\u00EDch byl dokumentov\u00E1n rozs\u00E1hl\u00FD sesuv ve spodnobaden. j\u00EDlech p\u0159ekryt\u00FD spra\u0161emi a antropogenn\u00EDmi sedimenty. D\u00E9lka je asi 200 m, \u0161\u00ED\u0159ka u b\u00E1ze a\u017E 720 m, mocnost t\u011Blesa sesuvu na z\u00E1kla\u011B geofyzik\u00E1ln\u00EDch m\u011B\u0159en\u00ED dosahuje k 10 m. Sesuv p\u0159edstavuje komplex t\u011Blesa sest\u00E1vaj\u00EDc\u00EDho ze star\u0161\u00EDch a aktivn\u00EDch \u010D\u00E1st\u00ED. \u0160kola byla p\u016Fvodn\u011B zalo\u017Eena na star\u00E9m sesuvu. Pro geotechnick\u00E9 zhodnocen\u00ED sesuvu byla vyu\u017Eita georadarov\u00E1 (2 profily) and geoelektrick\u00E1 (1 profil) m\u011B\u0159en\u00ED. Byla vyu\u017Eita metoda mnohaelektrodov\u00E9 tomografie ERT (multikabel) a dip\u00F3lov\u00E9 elektromagnetick\u00E9 profilov\u00E1n\u00ED DEMP. Pobl\u00ED\u017E s. \u010D\u00E1sti budovy byl zm\u011B\u0159en a interpretov\u00E1n geologicko-geofyzik\u00E1ln\u00ED profil PF0, kter\u00FD byl konstruov\u00E1n na z\u00E1klad\u011B georadarov\u00E9ho m\u011B\u0159en\u00ED a hydrogeol. vrtu VS-1. Byla zji\u0161t\u011Bna ostr\u00E1 hranice mezi sedimenty spodn\u00EDho karbonu a spodn\u00EDho badenu karpatsk\u00E9 p\u0159edhlubn\u011B a interpretov\u00E1ny 2 zlomov\u00E9 syst\u00E9my JZ-SV sm\u011Bru prob\u00EDhaj\u00EDc\u00ED paraleln\u011B s okrajem p\u00E1nve. V profilu PF1 byla dokumentov\u00E1na struktura sesuvu detailn\u011B. D\u00EDky geofyzik. m\u011B\u0159en\u00EDm a studiu vrtn\u00E9 datab\u00E1ze byl interpretov\u00E1n nov\u00FD zlomov\u00FD syst\u00E9m pod \u0161koln\u00ED budovou." . "[9EF933574FAF]" . . "P\u0159\u00EDnos geofyzik\u00E1ln\u00EDch m\u011B\u0159en\u00ED pro pozn\u00E1n\u00ED tektoniky a sesuv\u016F ve \u0160lapanic\u00EDch"@cs . . "5"^^ . . . . . . "CZ - \u010Cesk\u00E1 republika" . "20" . "99353" . . . . "1-2" . "RIV/00025798:_____/13:00000251!RIV14-MSM-00025798" . "I" . "Hubatka, Franti\u0161ek" . .