Wall movement to left 45 + 6'/2 45 + o'/2 c' H - Rotation of wall about this point (a)

Q: Plot the vertical effective stress, the active Rankine lateral effective stress, the water pressure,…

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Q: Figure shows a 4-m-high retaining wall, the wall is not restrained from yielding. Estimate depth…

A: Above given data we have to find depth of tension crack

Q: H H, o' (deg) 4' (deg) Yı Y2 4.3 m 2.1 m 16.2 kN/m³ 18 kN/m 19.9 kN/m 19.1 kN/m 28 28 7.3 m 3 m 32…

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Q: Solve Only Problem 8

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Q: QUESTION 4. A retaining wall 6 m high with a vertical back face retains a homogenous saturated soft…

A: Given that:                       Height of retaining wall, H = 6mSaturated unit weight of soil,…

Q: backfill material. Properties of the backfill material are as follows: y = 19.1 kN/m?. c = 35.9…

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Q: Can you please now workout the below 3m (horizontally) away from the wall

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Q: 3. The following hollow square section (wall thickness 1") is subjected to an unsymmetric bending…

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Q: A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 232 mm and a…

A: Following are the given data. Segment (1) outside diameter, D1=232 mm Segment (1) wall thickness,…

Q: Q5) Refer to the Figure below. Given the height of the retaining wall, H is 5.4 m; the backfill is a…

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Q: Rankine active for

A: The coefficient of active earth pressure is  Ka = cos α×cos α-cos2α-cos2ϕcos α+cos2α-cos2ϕ Where ϕ…

Q: 12.6 For the retaining wall, H 8 m, ' = 36°, r = 10°. y = 17 kN/m', and e' = 0. a. Determine the…

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Q: c) A retaining wall is shown in the figure below. Assume the backfill is in the active state and…

A: Given data in question  Unit weight 18 kN/m3 Cohesion 5 kN/m2 Internal friction angle 30° Depth 5m…

Q: نقطة واحدة A rigid retaining wall 19.69 ft high has a saturated backfill of soft clay soil. The…

A: Given data in question  Height of wall Saturated unit weight  Cohesion To find out How active…

Q: 3. Draw the pressure diagram of the retaining wall with the soil profile shown both in active and…

A: first layer unit weight = γw*(G+e1+e) first layer unit weight = 10*(2.73+0.671+0.67) = 20.67 KN/m3…

Q: Home work B 8 mm y 1.28 m/s A B μ= 0.05 From the figure, find the velocity rate and shear stress at…

A: A 2 degree velocity profile is given with max velocity at surface V•Depth of fluid = 8 cm = 80…

Crack Detection

Concrete materials are meant for supporting structures, building foundations and they act as several load-bearing structures. Over time, due to environmental conditions, and based on the constituent materials used, concrete materials are subjected to a great degree of distress. Corrosion of the reinforcement bars due to chemical influences, uneven base, earthquake, drying shrinkages, and alkali-aggregate reactions are some of the reasons for concrete distress.