id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
esrj-93320	Wang, Zhongjie ; Lin, Min	Finite Element Analysis Method of Slope Stability based on Fuzzy Statistics	2021	8	.pdf	application/pdf	6220	247	54	According to the American api code, the friction force f EI d= / of soft clay to the unit area of rock soil slope is not greater than the undrained shear strength cu of soft clay; the maximum end resistance stress (soil reaction at the bottom of slope) is 9cu. Finite element analysis of the stability of rock soil slope The key factor to determine the stability of rock soil slope is the embedment of foundation soil.	cache/esrj-93320.pdf	txt/esrj-93320.txt