A vertical retaining wall 6.8 meters high retains a horizontal backfill having the following properties: Void ratio = 0.70; Specific Gracvity = 2.61; Water Content = 30 %; Angle of internal Friction = 23°. Compute the magnitude of the active force in KN acting on the wall if the water table is on the ground surface which is on level with top of the wall.

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AutoSave Geotec 2 - Assessment 2 (2022 S2) C... P Search (Alt+Q) ff Gourav Rana GR File Home Insert Draw Design Layout References Mailings Review View Help P Comments B Share X Cut O Find Calibri v 12 - A A Aa v AaBbCcDd AaBbCcD AaBbCcDd AaBbCcDd AaBbCcDd AaBbCcl a-v LE Copy Replace Paste В I U v ab x, x A • v A v 1 Normal 1 Body Text 1 List Para.. I No Spac. 1 Table Pa. T Heading 1 - Dictate Sensitivity Editor Reuse Format Painter A Select v Files Clipboard Font Paragraph Styles Editing Voice Sensitivity Editor Reuse Files 5. Calculate the earth pressures along both sides of retaining wall in Figure 3 and calculate the forces and moments on it and comment on its stability (your comments should be backed up with calculations, height of the wall is 6m, thickness of the soil layer on the left-hand side (passive side) 4° p = 1800 kg/m3 0 = 30° p = 1800 kg/m3 0 = 30° Figure 3 Page 3 of 4 494 words English (United States) Text Predictions: On * Accessibility: Investigate D. Focus 100% ENG…

Using engineering graphics and drafting concepts . Draw the isometric view of the given orthographic projection of the object. Use the software CATIA V5 to sketch the isometric Give the dimension in isometric view drafting Skip if not have ,don't reject