id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-42	Namdar, Abdollah	Evaluation of seismic mitigation of embankment mode	2013	9	.pdf	application/pdf	2477	128	53	The third model is loose sandy embankment and loose sandy saturated subsoil made up from composite material (60 % sand and 40 % gravel) confined in geo textile centrally installed on the toe of embankment. Deformation shape of embankment subsoil (up to five seconds, Test A).	cache/fis-42.pdf	txt/fis-42.txt