Primary Consolidation Settlement Calculations: Owing to the placement of the proposed fill at the proposed project site,

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Primary Consolidation Settlement Calculations: Owing to the
placement of the proposed fill at the proposed project site,
calculate the following at Points A, B, C, and D (Refer to Figure 2
in the Appendix):
• Stress due to the fill (should be the same for all 4
points)
• Initial vertical effective stress
• Final vertical effective stress
• Soil Classification: NC, OC Case 1, or OC Case 2
• Ultimate consolidation settlement, in feet, using the appropriate
formula
Then sum up to compute the total primary consolidation settlement.
Present all calculations in an Excel table Show all
calculations.
Thank you

Primary Consolidation Settlement Calculations Owing To The Placement Of The Proposed Fill At The Proposed Project Site 1 (80.72 KiB) Viewed 35 times

Primary Consolidation Settlement Calculations Owing To The Placement Of The Proposed Fill At The Proposed Project Site 2 (40.49 KiB) Viewed 35 times

Figure 2: Idealized Soil Profile @Proposed Project Site 10 ft 8=125pof Oft 16.5++ 13ft A X=112 pof -10 ft Jon 8=122pcf 8r+ -21 ft 112 ft -25 ft ↑loft &B 8=125pof 20ft 8ft 7127pcf -53 ft r=124 pcf -65 44 个什 17+ √=122 pcf -79 ft 8=131 pcf -8444 15ft от борудов -94 ft Image Credit: Kristen Pettey Given are the following values of the preconsolidation stress: @A, o C₁/1+e, = 0.111 2600 psf Cc/1+eo = 0.539 @B,o C₁/1+eo= 0.123 9000 psf Cc/1+eo= 0.634 @C, Cr/1+e, 0.117 11000 psf Cc/1+eo= 0.765 @D, o 12000 psf Cc/1+eo= 0.815 Cr/1+eo = 0.125 -45ft 12 ft 14ft 5f loft Proposed Fill CL-ML silty clay SC-SM silty clayey sand CL-ML Silty clay SC-SM Silty clayey sand with gravel SW-SM well-graded sand with silt and gravel CL-ML silty clay with sand SP-SM poorly-graded sand with silt and gravel CL-ML Sandy silty clay
Example Table 1: Primary Consolidation Settlement Calculations Point of στο Aσ₂ Interest Units: A B C D Total: Scult