AutoSaveGeotec 2 - Assessment 2 (2022 S2)C...P Search (Alt+Q)ffGourav RanaGRFileHomeInsertDrawDesignLayoutReferencesMailingsReviewViewHelpP CommentsB ShareX CutO FindCalibriv 12- A A Aa vAaBbCcDd AaBbCcD AaBbCcDd AaBbCcDd AaBbCcDd AaBbCcla-vLE CopyReplacePasteВ IU v ab x, x A • v A v1 Normal1 Body Text 1 List Para.. I No Spac. 1 Table Pa. T Heading 1 -DictateSensitivityEditorReuseFormat PainterA Select vFilesClipboardFontParagraphStylesEditingVoiceSensitivityEditorReuse Files5. Calculate the earth pressures along both sides of retaining wall in Figure 3 andcalculate the forces and moments on it and comment on its stability (yourcomments 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/m30 = 30°p = 1800 kg/m30 = 30°Figure 3Page 3 of 4494 wordsEnglish (United States)Text Predictions: On* Accessibility: InvestigateD. Focus100%ENG9:15 pm4)US14/05/2022

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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)

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)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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
9:15 pm
4)
US
14/05/2022

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b. Lateral pressure due to soil (in kN/m2 per meter length of wall): @ point R = @ just above point S = @ just below point S = @ point T = Thank you
Question 3: A 4.5 m high wall with groundwater 1.5 m below from the top behind the wall has sandy backfill as shown. The bridge structure in front of the wall (which is not shown on the figure) prevents wall from movements. Calculate: a) the lateral force behind the wall exerted on the wall. b) the distance from the base of the wall to the center of this force. Bridge. 4.5 m 1.5 m y = 17 kN/m³ Ysat = 19 kN/m3 Sand c'= 0 $' = 37°
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3. Draw the pressure diagram of the retaining wall with the soil profile shown both in active and passive cases. Solve for the active and passive lateral force and its location from the bottom of the wall. 4.5 KPa Gs = 2.73 e = 0.67 Ø = 27° C =0 KPa %3D 4m Gs = 2.66 %3D e = 0.85 Ø = 34° C = 5 KPa 6m
Determine the active Rankine earth pressure (magnitude and location) against the 1-foot thick retaining wall in the figure at right. 15 ft 1.5 ft 2 ft 4 ft Sand c=0 1 = 28° Y = 127 lb/ft³
Hand written and clean writing please
The following figure shows a section of an anchored retaining wall embedded into a saturated stiff clay layer. The sand has a unit weight of = 18 kN/m³, c' = 0 kPa and o' = 34º. The clay has a unit weight of = 20 kN/m³, c₁ = 80 kPa and = 0°. A uniform pressure of 40 kPa is applied on the soil surface. The short term stability of the wall is considered in an undrained analysis. Use the Rankin's theory of lateral earth pressure to determine the active and passive horizontal stresses. You should apply the requirements of AS 4678 and the partial factors of safety method in estimation of soil pressures. Assume the soil is in-situ and use a structural classification factor of ₁ = 1. 3m 1m Water table 1.5m 40 kPa Not to Scale Sand Clay Ta
Assume a smooth retaining wall as shown below. Calculate the hydrostatic force acting on the right side of the wall in kN per unit length (considering a 1 m length in the out-of-plane direction). The soil properties shown in the figure apply to either side of the wall g = 9.81m/s2
(Solve the following exercise, showing and explaining step by step to its resolution). An 8.50 m high retaining wall is built to support a sandy silt with a volumetric weight of 1850 kg/m3 and an angle of internal friction of 28°. The silt also has a cohesion of 1300 kg/m2. The ground surface is horizontal. The effect of the friction of the wall is neglected. Determine the pressure at the base of the screen.