Laserfiche WebLink
• <br /> <br /> <br /> • <br /> Description: Seneca Pond 12 Slide • <br />• ~ • <br /> Comments: Model of post-slide regraded conditions (regrade) ' • • <br /> File Name: Regraderoad fail.slp <br /> ~ <br />Last Saved Date: 12/8/00 <br /> <br />Analysis Method: Morgenstern-Price • • <br /> Direction of Slip Movement: Left to Right <br /> Slip Surface Option: Grid and Radius <br /> P.W.P. Option: Piezometric Lines / fju <br /> Tension Crack Option: (none) <br /> Seismic Coefficient: (none) <br />316 <br />1 <br /> <br />. • . <br />~ <br />• • r- <br /> • <br />• • <br /> 400 ~ ~ • ~ • <br /> <br /> 390 ~ ~ . • <br /> 380 <br />370 <br />• <br /> 360 . • <br /> 350 <br />~ • <br /> 340 <br /> 330 <br />~ 320 . <br /> 310 Description: Wheathered Shale Clay Layer <br />~ 300 Soil Model: Mohr-Coulomb <br />U P90 . Unit Weight: 118 <br />~ 280 Cohesion: 115.2 ~ / <br />~ 270 Phi: 26.4 1- <br /> 260 Piezometric Line #: 1 <br /> 250 <br /> 240 <br /> 230 Description: Shale Bedrock <br /> 220 Soil Model: Bedrock <br /> 210 iez etri Lin #:1 <br /> 20 <br /> 0 <br /> 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 <br /> Horizontal (feet) <br />