id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
ap-400	Janda, T.; Kuklík, M.; Šejnoha, M.	Numerical Implementation of Isotropic Consolidation of Clayey Soils	2003	7	.pdf	application/pdf	4400	272	60	2: Time variation of pore pressure with no smoothing of the bilinear consolidation line double S type of curve where individual segments of this curve are linked to a given slope of the bilinear consolidation line. AIso note that the pore pressure dependent material parameters K and e are found from an initial pre- diction of pore pressure T;'(tp) at time 6u r-q. i7).	cache/ap-400.pdf	txt/ap-400.txt