id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
cet-15749		cet-15749		6	.pdf	application/pdf	4080	193	38	5.3 Evaluation of mitigation measures for levee stability Subsurface cutoff walls (Figure 4a) effectively control levee seepage, with the 14 m sheet pile wall performing best by reducing the hydraulic gradient to 0.00288, groundwater flow to 0.2099 m³/day, and displacement to 0.02565 m. Saturation remained concentrated upstream, confirming effective seepage management. These changes increase erosion, seepage, and hydrodynamic pressures, threatening levee stability.	cache/cet-15749.pdf	txt/cet-15749.txt