Design-a-retaining wall based on the geotechnical profile-shown below. The geometry, dimensions-and- details of the wall shall...

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Design-a-retaining wall based on the geotechnical profile-shown below. The geometry, dimensions-and- details of the wall shall be designed as part of the exercise. Design the wall according to Geoguide 1, 2020.. (70-marks) UDL-Surcharge: 10kPa F ( Soil in front of wall: Fille 7 = 19kN/m³ SkPa Page Break $' =-36% 3mPD= Fill y=-18kN/m³ c² = 0kPa $' = 30% CDG 7-=-19kN/m³ c² = 5kPa $¹=35% Base Soil: CDG Y=20kN/m³+ c² = 2kPa $' = 38⁰ Water table at7.5mPD V 10mPD 4 6mPD+ In the design work, you can choose to design-a-mass-concrete wall, invert-T-shaped-or-L-shaped-retaining. wall-while considering the following: " 1)→Calculate and plot the lateral-earth-pressure 2)→ Calculate and plot the horizontal and vertical-hydraulic-pressure-diagrams 3)→Carry-out-mid-third-check 4)→Check-stability-against-sliding 5)→Check-stability against overturning 6)→Check-bearing capacity (you may apply a bearing capacity of 120kPa-if-you-don't-want-to- calculate it from Geoguide 1)< 7)→Optional: Overall Stability Check 8)→Optional: Structural Check Question 24 The same-soil-profile of question 1 is adopted but keeping the ground on the crest of the retaining wall slopping-up-with-25° to the horizontal. Apply the designed-wall-shape-you-made in question one, and recalculate the lateral-active-pressure by the wedge method of Coulomb. Please be reminded to find-out- the maximum lateral pressure with varies the angle of the wedge. (30-marks)< Design-a-retaining wall based on the geotechnical profile-shown below. The geometry, dimensions-and- details of the wall shall be designed as part of the exercise. Design the wall according to Geoguide 1, 2020.. (70-marks) UDL-Surcharge: 10kPa F ( Soil in front of wall: Fille 7 = 19kN/m³ SkPa Page Break $' =-36% 3mPD= Fill y=-18kN/m³ c² = 0kPa $' = 30% CDG 7-=-19kN/m³ c² = 5kPa $¹=35% Base Soil: CDG Y=20kN/m³+ c² = 2kPa $' = 38⁰ Water table at7.5mPD V 10mPD 4 6mPD+ In the design work, you can choose to design-a-mass-concrete wall, invert-T-shaped-or-L-shaped-retaining. wall-while considering the following: " 1)→Calculate and plot the lateral-earth-pressure 2)→ Calculate and plot the horizontal and vertical-hydraulic-pressure-diagrams 3)→Carry-out-mid-third-check 4)→Check-stability-against-sliding 5)→Check-stability against overturning 6)→Check-bearing capacity (you may apply a bearing capacity of 120kPa-if-you-don't-want-to- calculate it from Geoguide 1)< 7)→Optional: Overall Stability Check 8)→Optional: Structural Check Question 24 The same-soil-profile of question 1 is adopted but keeping the ground on the crest of the retaining wall slopping-up-with-25° to the horizontal. Apply the designed-wall-shape-you-made in question one, and recalculate the lateral-active-pressure by the wedge method of Coulomb. Please be reminded to find-out- the maximum lateral pressure with varies the angle of the wedge. (30-marks)< Design-a-retaining wall based on the geotechnical profile-shown below. The geometry, dimensions-and- details of the wall shall be designed as part of the exercise. Design the wall according to Geoguide 1, 2020.. (70-marks) UDL-Surcharge: 10kPa F ( Soil in front of wall: Fille 7 = 19kN/m³ SkPa Page Break $' =-36% 3mPD= Fill y=-18kN/m³ c² = 0kPa $' = 30% CDG 7-=-19kN/m³ c² = 5kPa $¹=35% Base Soil: CDG Y=20kN/m³+ c² = 2kPa $' = 38⁰ Water table at7.5mPD V 10mPD 4 6mPD+ In the design work, you can choose to design-a-mass-concrete wall, invert-T-shaped-or-L-shaped-retaining. wall-while considering the following: " 1)→Calculate and plot the lateral-earth-pressure 2)→ Calculate and plot the horizontal and vertical-hydraulic-pressure-diagrams 3)→Carry-out-mid-third-check 4)→Check-stability-against-sliding 5)→Check-stability against overturning 6)→Check-bearing capacity (you may apply a bearing capacity of 120kPa-if-you-don't-want-to- calculate it from Geoguide 1)< 7)→Optional: Overall Stability Check 8)→Optional: Structural Check Question 24 The same-soil-profile of question 1 is adopted but keeping the ground on the crest of the retaining wall slopping-up-with-25° to the horizontal. Apply the designed-wall-shape-you-made in question one, and recalculate the lateral-active-pressure by the wedge method of Coulomb. Please be reminded to find-out- the maximum lateral pressure with varies the angle of the wedge. (30-marks)< Design-a-retaining wall based on the geotechnical profile-shown below. The geometry, dimensions-and- details of the wall shall be designed as part of the exercise. Design the wall according to Geoguide 1, 2020.. (70-marks) UDL-Surcharge: 10kPa F ( Soil in front of wall: Fille 7 = 19kN/m³ SkPa Page Break $' =-36% 3mPD= Fill y=-18kN/m³ c² = 0kPa $' = 30% CDG 7-=-19kN/m³ c² = 5kPa $¹=35% Base Soil: CDG Y=20kN/m³+ c² = 2kPa $' = 38⁰ Water table at7.5mPD V 10mPD 4 6mPD+ In the design work, you can choose to design-a-mass-concrete wall, invert-T-shaped-or-L-shaped-retaining. wall-while considering the following: " 1)→Calculate and plot the lateral-earth-pressure 2)→ Calculate and plot the horizontal and vertical-hydraulic-pressure-diagrams 3)→Carry-out-mid-third-check 4)→Check-stability-against-sliding 5)→Check-stability against overturning 6)→Check-bearing capacity (you may apply a bearing capacity of 120kPa-if-you-don't-want-to- calculate it from Geoguide 1)< 7)→Optional: Overall Stability Check 8)→Optional: Structural Check Question 24 The same-soil-profile of question 1 is adopted but keeping the ground on the crest of the retaining wall slopping-up-with-25° to the horizontal. Apply the designed-wall-shape-you-made in question one, and recalculate the lateral-active-pressure by the wedge method of Coulomb. Please be reminded to find-out- the maximum lateral pressure with varies the angle of the wedge. (30-marks)<

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Designing a retaining wall based on geotechnical data requires a comprehensive geotechnical analysis Since I cant perform detailed geotechnical engineering calculations and design to the Geoguide 1 20... View the full answer