Question

A soil sample was taken from the field and tested in the lab in drained triaxial...

A soil sample was taken from the field and tested in the lab in drained triaxial conditions. If the soil failed at a major principle stress σ1 ’ = 130 kPa, and a minor principle stress σ3 ’ = 55 kPa:

a) What is the effective stress friction angle of the soil?

b) What was the shear stress at failure?

c) What was the normal stress at failure? Please using the Mohr circle to illustrate your answer.

Homework Answers

Answer #1

(a) effective friction angle = 23.92 degree

(b) Shear stress at failure, S = 31.44 kpa

(c) Normal stress at failure = 70.88 kpa

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
A direct shear test was run a cylindrical sample of sands using a vertical force of...
A direct shear test was run a cylindrical sample of sands using a vertical force of 160N. The sample had a diameter of 51mm. Determine: a) If the maximum horizontal force was 1065N, what was the peak friction angle? b) If this material is tested using a triaxial apparatus, what will be the major principle stress σ1 ’ at failure, under the minor principle stress of σ3 ’ = 120 kPa?
A drained triaxial test is conducted on a soil with friction angle of 25° and zero...
A drained triaxial test is conducted on a soil with friction angle of 25° and zero cohesion, using a chamber pressure sc=300 kPa and a back pressure (this is the term used to denote the initial value of the pore pressure, u0) equal to 200 kPa. The shear stage of the test is performed DRAINED by increasing the axial stress s1, while concurrently decreasing the chamber pressure s3 so that their sum remains constant (s1+s3 = constant). Draw the effective...
A soil element is subjected to a minor principle stress of 50 kPa on a plane...
A soil element is subjected to a minor principle stress of 50 kPa on a plane rotated 20 °counterclockwise from vertical. If the deviator stress is 120 kPa and the shear strength parameters are a friction angle of 30° and a cohesion of 5 kPa, determine the magnitude of the stresses on the failure plane and the orientation of this plane with respect to the major principle stress plane.
Two triaxial compression tests are conducted on identical specimens of the same saturated clay. In the...
Two triaxial compression tests are conducted on identical specimens of the same saturated clay. In the first test the soil is first consolidated to sc=350 kPa and u0=200 kPa and then sheared under drained conditions increasing the axial stress while keeping the chamber pressure constant. At failure s1= 560 kPa. In the second test, the specimen is consolidated to sc=600 kPa and u0=400 kPa, then it is sheared under undrained conditions increasing the axial stress while keeping the chamber pressure...
A cylindrical soil sample was subjected to axial principal stresses,  and radial principal stresses, . The soil...
A cylindrical soil sample was subjected to axial principal stresses,  and radial principal stresses, . The soil could not support additional stresses when = 300 kPa and =100 kPa. (a) Determine the soil's friction angle, . (b) Find the angle of the failure plane at failure within the soil sample, . (c) What is the normal stress on the failure plane at failure, ? (in kPa) (d) What is the shear stress on the failure plane at failure, ? (in kPa)...
An isotropically consolidated drained (ICD) triaxial compression test is performed on a saturated wellgraded sand (SW)...
An isotropically consolidated drained (ICD) triaxial compression test is performed on a saturated wellgraded sand (SW) with a peak effective friction angle of 36 degrees and initial relative density of 60 percent. The specimen is consolidated to an effective stress of 200 kPa. (a) Determine the peak deviator stress that can be applied to this specimen. (b) For the above loading, determine the maximum shear stress and the orientation of the planes on which it acts. Also, determine the ratio...
A normally consolidated clay deposit has an undrained shear strength equal to 139.8 kN/m2. From drained...
A normally consolidated clay deposit has an undrained shear strength equal to 139.8 kN/m2. From drained test values of c and phi are found to be 21.8 kPa and 31.7 degrees, respectively. Use  formulation If failure occurs in either the undrained state or drained state, what is the major effective principal stress at failure in kPa? If failure occurs in the undrained state, what is the minor effective principal stress at failure in kPa?
A geotechnical engineer is evaluating the stability of a silty sand slope as shown (next page)....
A geotechnical engineer is evaluating the stability of a silty sand slope as shown (next page). This evaluation is considering the potential for a shear failure at an infinitesimal point (soil element) on the trial shear surface. At this particular point, the soil is found to be subjected to a major principal stress of +450 kN/m2 and a minor principal stress of +50 kN/m2. (A) Using the Pole Method, find the intensity of the normal and shear stresses acting on...