Question

A 335 mm diameter pile is being designed with a factor of safety of 2 at...

A 335 mm diameter pile is being designed with a factor of safety of 2 at a site where the soil consists of medium clay (Cu = 60 kPa) to a depth of 12 m. Below this is a layer of stiff clay (Cu = 162kPa). If the adhesion factor for medium clay is 69 % and that of stiff clay is 90%, compute the allowable pile capacity (kN) if the pile penetrates 3 m into stiff clay layer (3 d.p)

Homework Answers

Answer #1

Please like it?

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        
1.) The pile load test data of a 300 mm diameter and 15 m long pile...
1.) The pile load test data of a 300 mm diameter and 15 m long pile is as follows . Design a pile group system to carry a load of 4000 kN. Compute the settlement of the pile group for the designed load.    Load in kN 0 500 1000 1500 2000 2500 Settlement in mm 0 8.5 16.5 25.5 38.0    60.0 2.) Design a retaining wall for a 8 m sandy soil backfill with unit weight as 17.5...
A pile group of four identical piles are connected to a rigid pile cap. Diameter of...
A pile group of four identical piles are connected to a rigid pile cap. Diameter of each pile is 0.8 m and a load test gave a settlement of 15 mm under a load of 500 kN. Poisson's ratio of the soil is 0.5 and it can be assumed that the rigid stratum lies far below the base of the piles. Pile stiffness factor is 2000. The spacing between piles is 1.5 m and the embedded depth is 8 m....
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...
A group of 20 by 10 piles will be constructed at 1.2 m on centre using...
A group of 20 by 10 piles will be constructed at 1.2 m on centre using 450 mm diameter, 15 m long closed pipe piles. If the formation that they pile group is constructed in consists of a firm clay (su=110 kPa), what is the limiting capacity of the pile group (kN)? (hint you have to check the failure mechanisms; Assume that there is NO frost zone - ie depth of embedment is L)
2- An isolated square footing 2 m × 2 m is founded at a depth of...
2- An isolated square footing 2 m × 2 m is founded at a depth of 1.5 m below the ground surface, in an extended layer of C- soil. Soil angle of internal friction ()=25o, while C = 20 kN/m2. Density b = 16.5 kN/m3. Determine the net and gross allowable bearing capacity of this soil at foundation level, assuming a factor of safety equals 3.
q1) 2 vare tests are carried out at vare dimensions d: 100 mm h: 200 mm...
q1) 2 vare tests are carried out at vare dimensions d: 100 mm h: 200 mm compute undrained shear strenght value and plot depth vertical axis. the torque measured at 5.0 m depth as the residual value is 720 Nm. find the sensitivity. DEPTH(M) TORQUE(Nm) 3 700 5 1100 q 2) 6x6 m d = 3.0 m will be designed in the soil given in q1. total load inclding the weight of the footing 100 00 kN the total thickness...
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...
Part A Determine the depth factor If under the corner of a square flexible foundation with...
Part A Determine the depth factor If under the corner of a square flexible foundation with B = 4 m. Df = 4 m and H = 9 m. The Poisson ratio of the foundation soil is 0.4. Part B A long strip foundation (B = 6 m) is embedded at the depth of 2 m in saturated clay with cu = 120 kN/m2, OCR = 3 and PI = 50. Estimate the elastic settlement (mm) of the foundation under...
A 70 m diameter tank will be filled with 9 m of water. The site consists...
A 70 m diameter tank will be filled with 9 m of water. The site consists of 20 m of sand overlying 20 m of clay, overlying another layer of sand. The water table is located at a depth of 10 m. The unit weights of the sand layers are 18 kN/m3 and the unit weight of the clay is 16 kN/m3. Other clay properties are given in Table 1. Please divide the clay layer into 4 or more sublayers...