Question

Find allowable load bearing capacity for 4x5 group piles 24m in length and inserted in clay...

Find allowable load bearing capacity for 4x5 group piles 24m in length and inserted in clay with cohesion of 90 KN/m2 and γ=20 KN/m3 . The water table is located at 28m below surface.

The piles are circular with diameter of 600mm each. Spacing between piles are all the same and 2200mm each. Use factor of safety 4

Homework Answers

Answer #1

Please give rating if you like my answer.

Thank you so much in advance!!!

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 circular pile 28m long has a diameter of 450 mm. It is installed in CLAY...
A circular pile 28m long has a diameter of 450 mm. It is installed in CLAY with ɣ=18KN/m3 and C= 70KN/m2. Using factor of safety 5 Find: Allowable load bearing capacity                                           What will be the total elastic Settlement of the pile if the load carried by the pile point is 1/3 the total allowable load carried by the pile        ξ=0.5 Ep=18x106KN/m2       μ=0.6     Es=32000KN/m2        
A group of concrete piles (3×3) is driven into a uniform layer of medium dense sand,...
A group of concrete piles (3×3) is driven into a uniform layer of medium dense sand, which has a unit weight of gt = A kN/m3 and a friction angle of f = Bo. The water table is C m below the ground level. Each pile has a diameter of 400mm, a length of 10m. The centre-to-centre spacing of the piles is s = D m. Assume proper values for A, B, C and D. Calculate the ultimate vertical capacity...
Determine the allowable design load for a column resting on a rectangular footing 2 m by...
Determine the allowable design load for a column resting on a rectangular footing 2 m by 9 m, buried to a depth of 2 m in clay soil with a unit weight of 18.5 kN/m3, internal friction of 39 degrees, a drained cohesion of 36 kPa and undrained shear strength of 119 kPa. Assume the short-term condition governs, water table is at the ground surface and use a factor of safety of 3. Provide your answer in kN as a...
A wall is supported on a 1.0 m wide strip footing located 1.5 m below the...
A wall is supported on a 1.0 m wide strip footing located 1.5 m below the ground surface. The surrounding soil has a dry unit weight of 17.5 kN/m3, a saturated unit weight of 19.0 kN/m3, cohesion of 8 kPa and angle of internal friction of 26°. Groundwater was located 2m below ground surface. Using a factor of safety of 3, determine the allowable bearing capacity if a) the footing is considered infinitely long, and b) the footing is 8...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT