id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
cet-15036		cet-15036		6	.pdf	application/pdf	3916	176	39	Moderately dense soil (Type C) may require more detailed investigation for seismic design than A and B. Loose soil (Type D) is most susceptible to shaking amplification, requiring careful design considerations. The analysis considered seismic performance (deflection) and material usage for sustainability.	cache/cet-15036.pdf	txt/cet-15036.txt