Laserfiche WebLink
80 1 80 2 <br /> I I <br /> 60 I 60 <br /> I I <br /> Ui a� <br /> N 40 U) 40 <br /> CU CI CI <br /> m 0 0 20 0 0 20 <br /> c — -- <br /> O a- . a- <br /> . <br /> > w > <br /> (D <br /> O X 0 0 <br /> w W <br /> U) <br /> -20 -20 <br /> a 0% 10% 20% 0°% 10% 20°% <br /> c <br /> O <br /> 80 3 80 4 <br /> ° I I <br /> cn 60 ——— I 60 <br /> � <br /> O / <br /> U <br /> Cz <br /> N 40 40 <br /> U) U) I <br /> O N P . <br /> U a- � L I a- � Q. <br /> A) 0 0 20 0 820 <br /> a- .5 I � m <br /> 2 � G I U) a) <br /> 0 c�i � 0 <br /> x x <br /> i <br /> W W <br /> C -20 -20 <br /> i� 0% 10% 20% 0% 10°% 20% <br /> c <br /> N <br /> so Peak Strength / <br /> Total Effective / <br /> U) a= 0.00 psi 0.00 psi <br /> / <br /> o a= 15.4 deg 30.7 deg <br /> O- / <br /> tan a= 0.28 0.59 <br /> T 40 <br /> O C / <br /> a <br /> 20 <br /> -a / \ <br /> m <br /> -a {� <br /> o <br /> a 0 / <br /> c <br /> 0 20 40 60 80 100 120 <br /> O <br /> •M p, psi <br /> m Stress Paths: Total Effective <br /> a <br /> c <br /> Client: NewFields <br /> i Project: CC&V-Stage 2B Tailings Management Study <br /> Location: Combined Tailings Sample Number: CU <br /> 0 Project No.: DV108-00305/05 Figure Knight Piesold Geotechnical Lab. <br /> Tested By:JHK Checked By:JDB <br />