id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
app01-7033	Slávik, Ivan; Hruštinec, Luboš	GEOTECHNICAL ANALYSIS OF TRANSFORMING A WATER MANAGEMENT STRUCTURE TO A TRANSPORTATION STRUCTURE	2021	8	.pdf	application/pdf	3878	170	47	The effects of culvert channel construction and re- alization of backfills and rock cover of the culvert channel (LS2) (floor of the supply channel and body of the earth embankment) resulted in maximum set- tlement of footing bottom smax = 50.1 mm. The effects of culvert channel construction, real- ization of backfills and rock cover of the culvert channel and filling of 5 channels of the culvert chan- nel by water at minimum water level in the supply channel (LS3) resulted in maximum settlement of footing bottom smax = 47.9 mm.	cache/app01-7033.pdf	txt/app01-7033.txt