Que a) A square foundation is 2.5 m * 2.5 m in plan. The soil supporting the foundation has an effective friction angle of 30° and effective cohesion of (20 + X * 0.05) kN/m?. The unit weight of soil is (17 + X * 0.05) kN/m³. Determine the allowable gross load on the foundation for both general shear failure and local shear failure using Terzaghi's Bearing Capacity Theory. Assume that the depth of the foundation is 2 m with a factor of safety of 3. [Here, X = Last three digits of student Id.] b) Determine the allowable bearing capacity of a strip footing with a width of 1.6 m and depth of 2.5 m using Terzaghi's Bearing Capacity Theory for both general shear failure and local shear failure. The effective angle of internal friction and effective cohesion of the soil are 24° and (18 + 0.065) kN/m2 respectively. The water table is located at 1.6 m from the ground surface. The unit weight of soil is (21 + X * 0.05) kN/m³ and the saturated unit weight of soil is (28 + X * 0.065) kN/m³ and FS = 3. [Here, X = Last three digits of student Id.] %3D %3D
Que a) A square foundation is 2.5 m * 2.5 m in plan. The soil supporting the foundation has an effective friction angle of 30° and effective cohesion of (20 + X * 0.05) kN/m?. The unit weight of soil is (17 + X * 0.05) kN/m³. Determine the allowable gross load on the foundation for both general shear failure and local shear failure using Terzaghi's Bearing Capacity Theory. Assume that the depth of the foundation is 2 m with a factor of safety of 3. [Here, X = Last three digits of student Id.] b) Determine the allowable bearing capacity of a strip footing with a width of 1.6 m and depth of 2.5 m using Terzaghi's Bearing Capacity Theory for both general shear failure and local shear failure. The effective angle of internal friction and effective cohesion of the soil are 24° and (18 + 0.065) kN/m2 respectively. The water table is located at 1.6 m from the ground surface. The unit weight of soil is (21 + X * 0.05) kN/m³ and the saturated unit weight of soil is (28 + X * 0.065) kN/m³ and FS = 3. [Here, X = Last three digits of student Id.] %3D %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
X=30
![Que
a) A square foundation is 2.5 m * 2.5 m in plan. The soil supporting the foundation has an
effective friction angle of 30° and effective cohesion of (20 + X * 0.05) kN/m². The unit
weight of soil is (17 + X * 0.05) kN/m³. Determine the allowable gross load on the
foundation for both general shear failure and local shear failure using Terzaghi's Bearing
Capacity Theory. Assume that the depth of the foundation is 2 m with a factor of safety of
3. [Here, X = Last three digits of student Id.]
b) Determine the allowable bearing capacity of a strip footing with a width of 1.6 m and [
depth of 2.5 m using Terzaghi's Bearing Capacity Theory for both general shear failure
and local shear failure. The effective angle of internal friction and effective cohesion of the
soil are 24° and (18 + 0.065) kN/m² respectively. The water table is located at 1.6 m from
the ground surface. The unit weight of soil is (21 + X * 0.05) kN/m³ and the saturated unit
weight of soil is (28 + X * 0.065) kN/m³ and FS = 3. [Here, X = Last three digits of student
Id.]
|](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6ed10701-11d4-4f91-a002-bcccc493de78%2Fb9cbfa57-a569-407c-a18c-67e960b37d0b%2F0elc7p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Que
a) A square foundation is 2.5 m * 2.5 m in plan. The soil supporting the foundation has an
effective friction angle of 30° and effective cohesion of (20 + X * 0.05) kN/m². The unit
weight of soil is (17 + X * 0.05) kN/m³. Determine the allowable gross load on the
foundation for both general shear failure and local shear failure using Terzaghi's Bearing
Capacity Theory. Assume that the depth of the foundation is 2 m with a factor of safety of
3. [Here, X = Last three digits of student Id.]
b) Determine the allowable bearing capacity of a strip footing with a width of 1.6 m and [
depth of 2.5 m using Terzaghi's Bearing Capacity Theory for both general shear failure
and local shear failure. The effective angle of internal friction and effective cohesion of the
soil are 24° and (18 + 0.065) kN/m² respectively. The water table is located at 1.6 m from
the ground surface. The unit weight of soil is (21 + X * 0.05) kN/m³ and the saturated unit
weight of soil is (28 + X * 0.065) kN/m³ and FS = 3. [Here, X = Last three digits of student
Id.]
|
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