Question

QUESTION 4 (20 marks) Following information is reported on the basis of a direct shear test...

QUESTION 4
Following information is reported on the basis of a direct shear test conducted on dry sand;
• Specimen dimension: 50mm x 50mm x 30 mm
• Gs=2.7
• Normal stress: 100+30 kPa
• Angle of friction: 330
a) Determine the shear force required to cause failure
b) What was the mass of the sample if the initial void ratio of the sample is 0.68.
c) A second test was conducted on the same sand at the same void ratio under the normal stress of 200+30 kPa. What is the shear stress required to cause the failure?

Homework Answers

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) Two separate direct shear tests were conducted on soil samples with the shear box having...
(a) Two separate direct shear tests were conducted on soil samples with the shear box having dimensions of 80 mm × 80 mm on plan view. Assuming this cross-sectional area remains unchanged, determine the cohesion intercept (c’) and friction angle (φ’) of the soil based on the following results obtained at failure. Direct shear test results Test Normal force (N) Shear force (N) 1 210 257 2 360 372 (b) A CU triaxial test was conducted on a specimen of...
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 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?
What will be the creep settlement of the following soil most likely from one year after...
What will be the creep settlement of the following soil most likely from one year after the construction to 100 years of construction based on following soil properties? Cohesion=5 psf, cα=0.01, void ratio=1.5, layer thickness=10ft a. 0.02 ft b. 0.04 ft c. 0.08 ft d. None of the above. You conducted direct shear tests and obtained two test results as follows. Test 1: Normal stress=0 psf, Shear stress at failure = 3 psf Test 2: Normal stress=5 psf, Shear stress...
Q1. Complete the following table, provided for a sandy soil (Gs =2.65). Accordingly, find the dry...
Q1. Complete the following table, provided for a sandy soil (Gs =2.65). Accordingly, find the dry unit weigh of this soil. Mass (t) Vol. (m3) Air 13.46 Water 13.25 Solids 50.00 Total Q2. A soil specimen has a moisture content of 21%, a void ratio of 0.6, and a specific gravity of 2.7. Determine the bulk unit weight of this soil. Q3. If we are dealing with a very soft clay soil in the site, which field test equipment will...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT