id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
alkej-290	Mekkiyah, Haider Mohammed	تحسين مقاومة القص للتربة الطينية الضعيفة باستخدام رقائق الاحزمة الممزقة	2017	13	.pdf	application/pdf	6188	256	62	) Dilation Ratio, (dy/dx) 80% WC+ Soft Clay +30% RS 5 kg 10 kg 15 kgDisturbed dilation ratio Path due to water content (inverted S-Shape) 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 0 0.05 0.1 0.15 0.2 S h e a r ra ti o , ττ -0.9 -0.7 -0.5 -0.3 -0.1 0 5 10 15 20 V e rt ic a l S tr a in , εε εε v (% ) Horizontal Strain, εεεεh (%) Soft Clay only 5 kg 10 kg 15 kg -0.9 -0.7 -0.5 -0.3 -0.1 0 5 10 15 20 V e rt ic a l S tr a in , εε εε v (% ) Horizontal Strain, εεεεh (%) Soft Clay +10% RS 5 kg 10 kg 15 kg -0.9 -0.7 -0.5 -0.3 -0.1 0 5 10 15 20 V e rt ic a l S tr a in , εε εε v (% ) Horizontal Strain, εεεεh (%) 40% WC+Soft Clay +30% RS 5 kg 10 kg 15 kg -0.9 -0.7 -0.5 -0.3 -0.1 0 5 10 15 20 V e rt ic a l S tr a in , εε εε v (% ) Horizontal Strain, εεεεh (%) Soft Clay +50% RS 5 kg 10 kg 15 kg Haider Mohammed Mekkiyah Al-Khwarizmi Engineering Journal, Vol. 12, No. 1, P.P. 117- 129 (2016) 123 Fig.	cache/alkej-290.pdf	txt/alkej-290.txt