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Problem 2 Figure 2 shows a continuous footing a) Determine the ultimate bearing capacity...
Question 2 (40% of the total credit) For the rigid strip footing shown in Figure Q2, bearing capa...
Question 2 (40% of the total credit) For the rigid strip footing shown in Figure Q2, bearing capacity failure is t determine the breadth of footing B if the factor of safety agains 3. i. Consider that for both sand and clay Poisson's ratio is 0.33 an Do you think there is a settlement MPa. Calculate the immediate settlement for the footing. problem for this footing if the 3-D consolidation settlement is 10 mm? Discuss yo ur answer. net Pa-...
Problem 5-Bearing Capacity of Shallow Foundation (20 pts) For a square footing foundation, the following are...
Problem 5-Bearing Capacity of Shallow Foundation (20 pts) For a square footing foundation, the following are given: B 3.0 m (width), D 1.2 m (depth). Y=20 kN/m3, = 32°, c' = 50 kPa, Use Terzaghi Equation and a factor of safety of 2.5 to determine the allowable bearing capacity and the maximum column load to cause bearing capacity failure. Assume that general shear failure occurs in soil. When Oar C S
3. A building with a rectangular footing is constructed as the following figure. The design building...
3. A building with a rectangular footing is constructed as the following figure. The design building load to the footing is 13800 kN. Find the distributed stress (Ao) and final effective stress (o'vf) due to the rectangular footing at the following locations: a. at the interception point of the footing corner and mid-point of the clay layer b. at the intersection point of the footing center and mid-point of the clay layer You need to use the superposition approach c....
Compute the ultimate bearing capacity of a circular footing on a silt, using the following properties:...
Compute the ultimate bearing capacity of a circular footing on a silt, using the following properties: Properties: Soil type: silt Cohesion: 25 kPa Friction Angle: 25 degrees Total unit weight of soil: 18 kN/m3 Expected footing dimensions: 3 m diameter cicular footing for a circurlar tank, bottom of footing at 5 m below ground level Very deep water table Note: - Use both Terzaghi and Meyerhof theories to justify your answer. - If there is anything missing in the problem...
Q1 (10 marks) You have been asked to examine the bearing capacity of several different rectangular...
Q1 (10 marks) You have been asked to examine the bearing capacity of several different rectangular pad footings. The width of each of the footings is to remain constant wil vary. In order to reduce the number of calculations, you have decided to plot the ultimate bearing capacity against the length of the footing. The properties of the underlying soil profile are given in Table 1.1. The base of the footing is to be located 1 m below ground level...
please with clear and simple steps as possible, also write answer all questions ....thank you Q1....
please with clear and simple steps as possible, also write
answer all questions ....thank you
Q1. A load of 630 kN/m is carried on a strip footing 3 m wide at a depth of 1.5 m in a stiff clay with saturated unit weight 21 kN/m, the water table being at ground level Determine the factor of safety with respect to general shear failure (a) whe105 kN/m, and φ,-0°, (b) when c' = 10 kNm, and = 28。 13.0, 3.5]...
help with problems 1 & 2 please and explain Problem 1 A deposit of Swedish clay...
help with problems 1 & 2 please and explain
Problem 1 A deposit of Swedish clay is 15 m thick drained at both top and bottom. The coefficient of consolidation for the clay layer was estimated to be 1 x 10 cm/sec from laboratory test. The ultimate consolidation settlement (Sc) was calculated under the applied load in the field and was found 80 cm. Find the following: a) How long would it take for settlement of 40 cm and 70...
number 2 please 1. A continuous footing is shown in the figure below. Using Terzaghi's ultimate...
number 2 please
1. A continuous footing is shown in the figure below. Using Terzaghi's ultimate b.c. equation and bearing capacity factors, determine the gross allowable load per unit area (qall) that the footing will carry. Given: y 112 pcf, c' 450 psf, ' 22, Dr 4 ft, B 3 ft, and F.S. 3. 4all Unit weight of soil y 2. Repeat problem #1 using the general bearing capacity equation. Use the appropriate assumptions
PLEASE SOLVE İT WİTH GENERAL BEARİNG CAPACİTY EQUATİONS.Thank you ?.İt is so important for me like...
PLEASE SOLVE İT WİTH GENERAL BEARİNG CAPACİTY EQUATİONS.Thank
you ?.İt is so important for me like a midterm exam!
Question 2: For the footing given below, calculate the ultimate bearing capacity (quor qr) and net ultimate bearing capacity (anr) of the footing given below using General Bearing Capacity Equation. General shear failure occurs in the soil and the relevant information are given below. The ground water is at a depth of 3 m below ground surface. It has been observed...
QUESTIONG H=35 The circular footing (Diameter 1m) showed in Figure 3 is subjected to inclined loading...
QUESTIONG H=35 The circular footing (Diameter 1m) showed in Figure 3 is subjected to inclined loading and located at a depth of 0.8m below the ground surface in compacted sand (22= 35°, Y bulk = 18kN/m”, Ysar=20kN/m). Ground water table is as shown in the below figure. P .ro Ground surface 0.4m Water table 0.8m 1. Om Figure 3: Circular Footing in Question 6 (a) Determine bearing capacity factors and geometric factors of the foundation. (4 marks) (b) Calculate the...
Question 2 (40% of the total credit) For the rigid strip footing shown in Figure Q2, bearing capacity failure is t determine the breadth of footing B if the factor of safety agains 3. i. Consider that for both sand and clay Poisson's ratio is 0.33 an Do you think there is a settlement MPa. Calculate the immediate settlement for the footing. problem for this footing if the 3-D consolidation settlement is 10 mm? Discuss yo ur answer. net Pa-...
Problem 5-Bearing Capacity of Shallow Foundation (20 pts) For a square footing foundation, the following are given: B 3.0 m (width), D 1.2 m (depth). Y=20 kN/m3, = 32°, c' = 50 kPa, Use Terzaghi Equation and a factor of safety of 2.5 to determine the allowable bearing capacity and the maximum column load to cause bearing capacity failure. Assume that general shear failure occurs in soil. When Oar C S
3. A building with a rectangular footing is constructed as the following figure. The design building load to the footing is 13800 kN. Find the distributed stress (Ao) and final effective stress (o'vf) due to the rectangular footing at the following locations: a. at the interception point of the footing corner and mid-point of the clay layer b. at the intersection point of the footing center and mid-point of the clay layer You need to use the superposition approach c....
Q1 (10 marks) You have been asked to examine the bearing capacity of several different rectangular pad footings. The width of each of the footings is to remain constant wil vary. In order to reduce the number of calculations, you have decided to plot the ultimate bearing capacity against the length of the footing. The properties of the underlying soil profile are given in Table 1.1. The base of the footing is to be located 1 m below ground level...
please with clear and simple steps as possible, also write
answer all questions ....thank you
Q1. A load of 630 kN/m is carried on a strip footing 3 m wide at a depth of 1.5 m in a stiff clay with saturated unit weight 21 kN/m, the water table being at ground level Determine the factor of safety with respect to general shear failure (a) whe105 kN/m, and φ,-0°, (b) when c' = 10 kNm, and = 28。 13.0, 3.5]...
help with problems 1 & 2 please and explain
Problem 1 A deposit of Swedish clay is 15 m thick drained at both top and bottom. The coefficient of consolidation for the clay layer was estimated to be 1 x 10 cm/sec from laboratory test. The ultimate consolidation settlement (Sc) was calculated under the applied load in the field and was found 80 cm. Find the following: a) How long would it take for settlement of 40 cm and 70...
number 2 please
1. A continuous footing is shown in the figure below. Using Terzaghi's ultimate b.c. equation and bearing capacity factors, determine the gross allowable load per unit area (qall) that the footing will carry. Given: y 112 pcf, c' 450 psf, ' 22, Dr 4 ft, B 3 ft, and F.S. 3. 4all Unit weight of soil y 2. Repeat problem #1 using the general bearing capacity equation. Use the appropriate assumptions
PLEASE SOLVE İT WİTH GENERAL BEARİNG CAPACİTY EQUATİONS.Thank
you ?.İt is so important for me like a midterm exam!
Question 2: For the footing given below, calculate the ultimate bearing capacity (quor qr) and net ultimate bearing capacity (anr) of the footing given below using General Bearing Capacity Equation. General shear failure occurs in the soil and the relevant information are given below. The ground water is at a depth of 3 m below ground surface. It has been observed...
QUESTIONG H=35 The circular footing (Diameter 1m) showed in Figure 3 is subjected to inclined loading and located at a depth of 0.8m below the ground surface in compacted sand (22= 35°, Y bulk = 18kN/m”, Ysar=20kN/m). Ground water table is as shown in the below figure. P .ro Ground surface 0.4m Water table 0.8m 1. Om Figure 3: Circular Footing in Question 6 (a) Determine bearing capacity factors and geometric factors of the foundation. (4 marks) (b) Calculate the...
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