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2 Calculate the vertical stress increase in kN/m under point B at 2 m depth in...
2. A flexible L-shape shown figure below, subjected to a uniformly distributed load of q =...
2. A flexible L-shape shown figure below, subjected to a
uniformly distributed load of q = 60 kN/m2 to the underlying
ground. Determine the increase in vertical stress, at a depth of z
= 4 m under points A, B, and C.
Q2. A flexible L-shape shown figure below, subjected to a uniformly distributed load of q - 60 kN/m2 to the underlying ground. Determine the increase in vertical stress, depth of z 4 m under points A, B, and...
Q-3(15%): Calculate the vertical stress increase at point A due to the following external loading condition...
Q-3(15%): Calculate the vertical stress increase at point A due to the following external loading condition B =lom Width of distributed load = 10m Inclination of point load = 30° 20KN 30° 4= 50 kN/m2 2.5m 5m A
From the loaded areas shown below, calculate the increase in vertical stress on the sewer pipe at point A if the sewer...
From the loaded areas shown below, calculate the increase in
vertical stress on the sewer pipe at point A if the
sewer is located at a depth of 2.5 m.
From the loaded areas shown below, caculate the increase in vertical stress on the sewer pipe at point A if the sewer is located at a depth of 2.5 m Sewer Ppe (25mdeep) 、、 4 m 4 m 4 m Loading pressure 150 kPa 5 m (12 marks) CVE20004-Geomechanics -...
Solve only for point C and use Newmark Chart method. Ilyur 10. TU 10.17 Refer to...
Solve only for point C and use Newmark Chart method.
Ilyur 10. TU 10.17 Refer to Figure 10.47. A flexible rectangular area is subjected to a uniformly distributed load of g = 330 kN/m². Determine the increase in vertical stress, Ao,, at a depth of z = 6 m under points A, B, and C. - 18 m- 7.2 m 9 m 3.6 m ---- q=330 kN/m2
point C B and A 1) Points: 10 A lake with a water depth of 12...
point C B and A
1) Points: 10 A lake with a water depth of 12 m is underlain by a soil with a total unit weight of 18.2 kN/m'. Compute the total vertical stress, a, and the effective vertical stress, d, at a point 8 m below the bottom of the lake. 2) Points: 20 Develop a plot of o, u, and o'vs. depth for the soil profile below. Consider depths from 0 to 10 m, assume hydrostatic conditions...
Three point loads comprising a left load of 2,484 kN at a distance of 2.5 m...
Three point loads comprising a left load of 2,484 kN at a distance of 2.5 m from the centre load, a centre load of 4,558 kN, and a right load of 6,906 kN at a distance of 4.1 m from the centre load acts on the surface along a straight line. Calculate the vertical stress (kN/m2) at a depth of 3.0 m vertically below the left load.
Question 3. To compute the stress increment (Aa) under the corner of a uniform rectangular surfac...
Question 3. To compute the stress increment (Aa) under the corner of a uniform rectangular surface-load as a function of depth. Using Excel Spreadsheet to Graph Δσ as a function depth (1 m, 2 m, 3 m, 5 m, 7 m, 10 m, 15 m, and 20 m). Assume the load applied is 100 kN/m2 with width of 3 m (B), and height of 5 m (L)
Question 3. To compute the stress increment (Aa) under the corner of a...
Problem 3 (30%): Calculate the vertical stress at Z=4 m under the center of a 4...
Problem 3 (30%): Calculate the vertical stress at Z=4 m under the center of a 4 mx 2 m rectangular 10 he foundation is loaded uniformly with q= 100 kPa. Assume that the soil layer underlying the foundation is very thick, homogeneous, and linear elastic,
A 3 m square footing carries a vertical downward load of 900 kN. The embedment depth...
A 3 m square footing carries a vertical downward load of 900 kN. The embedment depth is 1 m. The soil beneath this footing has the following properties: y = 18 kN/m”, Ysat = 20 kN/mº, c' = 5 kPa, and o' = 36º. The groundwater table is at a depth of 2 m below the ground surface. Compute factor of safety against bearing capacity failure.
Problem IV (25%) KN force is uniformly distributed over a rectangular footing of size 3x2m shown ...
Problem IV (25%) KN force is uniformly distributed over a rectangular footing of size 3x2m shown c footing at D under the totat of 600 force below. Determine the vertical stress increase at a depth of 2m center. If another footing of size 3xlm with a total load of 400 KN is constructed adjoining the previous ootina what is the additional stress at point D at the same depth due to the construction of the nd footing? Fodting 1 2...
2. A flexible L-shape shown figure below, subjected to a
uniformly distributed load of q = 60 kN/m2 to the underlying
ground. Determine the increase in vertical stress, at a depth of z
= 4 m under points A, B, and C.
Q2. A flexible L-shape shown figure below, subjected to a uniformly distributed load of q - 60 kN/m2 to the underlying ground. Determine the increase in vertical stress, depth of z 4 m under points A, B, and...
Q-3(15%): Calculate the vertical stress increase at point A due to the following external loading condition B =lom Width of distributed load = 10m Inclination of point load = 30° 20KN 30° 4= 50 kN/m2 2.5m 5m A
From the loaded areas shown below, calculate the increase in
vertical stress on the sewer pipe at point A if the
sewer is located at a depth of 2.5 m.
From the loaded areas shown below, caculate the increase in vertical stress on the sewer pipe at point A if the sewer is located at a depth of 2.5 m Sewer Ppe (25mdeep) 、、 4 m 4 m 4 m Loading pressure 150 kPa 5 m (12 marks) CVE20004-Geomechanics -...
Solve only for point C and use Newmark Chart method.
Ilyur 10. TU 10.17 Refer to Figure 10.47. A flexible rectangular area is subjected to a uniformly distributed load of g = 330 kN/m². Determine the increase in vertical stress, Ao,, at a depth of z = 6 m under points A, B, and C. - 18 m- 7.2 m 9 m 3.6 m ---- q=330 kN/m2
point C B and A
1) Points: 10 A lake with a water depth of 12 m is underlain by a soil with a total unit weight of 18.2 kN/m'. Compute the total vertical stress, a, and the effective vertical stress, d, at a point 8 m below the bottom of the lake. 2) Points: 20 Develop a plot of o, u, and o'vs. depth for the soil profile below. Consider depths from 0 to 10 m, assume hydrostatic conditions...
Question 3. To compute the stress increment (Aa) under the corner of a uniform rectangular surface-load as a function of depth. Using Excel Spreadsheet to Graph Δσ as a function depth (1 m, 2 m, 3 m, 5 m, 7 m, 10 m, 15 m, and 20 m). Assume the load applied is 100 kN/m2 with width of 3 m (B), and height of 5 m (L)
Question 3. To compute the stress increment (Aa) under the corner of a...
Problem 3 (30%): Calculate the vertical stress at Z=4 m under the center of a 4 mx 2 m rectangular 10 he foundation is loaded uniformly with q= 100 kPa. Assume that the soil layer underlying the foundation is very thick, homogeneous, and linear elastic,
A 3 m square footing carries a vertical downward load of 900 kN. The embedment depth is 1 m. The soil beneath this footing has the following properties: y = 18 kN/m”, Ysat = 20 kN/mº, c' = 5 kPa, and o' = 36º. The groundwater table is at a depth of 2 m below the ground surface. Compute factor of safety against bearing capacity failure.
Problem IV (25%) KN force is uniformly distributed over a rectangular footing of size 3x2m shown c footing at D under the totat of 600 force below. Determine the vertical stress increase at a depth of 2m center. If another footing of size 3xlm with a total load of 400 KN is constructed adjoining the previous ootina what is the additional stress at point D at the same depth due to the construction of the nd footing? Fodting 1 2...
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