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· A square shape (16 in. X 16 in.) precast concrete pile is installed...
Please solve as fast as possible 1. Using the attached borehole data and the table given...
Please solve as fast as possible
1. Using the attached borehole data and the table given below, estimate: a) The point bearing of pile, Q. by using Meyerhof's method b) The skin resistance of pile by using: a mehod , method c) The allowable pile capacity, Qall. Use FS= 3 d) The magnitude of Q, and Q, by using Ngo and the Meyerhof's equation. Calculate the allowable pile capacity. Use FS-3. If you think anything is missing, please make your...
help please A square footing is founded at 3-ft depth below ground surface as shown in...
help please
A square footing is founded at 3-ft depth below ground surface as shown in Fig1, The factored axial load acting on the square footing is 140 kips, Determine the size of the footing (B x B) if the Factor of Safety (F.S.) is 3.0. Ground surface ЗА B-? Silty Sand Fig.1 A 68-ft long pre-stressed concrete pile with square cross section (14 inch) is driven into the soil profile shown in Fig. 2. Compute the ultimate compressive load...
An industrial building is to be supported on a series of 14 -in square prestressed concrete piles which will be driven 45 ft into the following soil profiles
Q4. An industrial building is to be supported on a series of 14 -in square prestressed concrete piles which will be driven 45 ft into the following soil profiles:Depth (ft)Soil classificationFriction angle phi^(') (deg)Relative density D_(r)N_(60)Unit weight gamma (lb//ft^(3))0-10.0Silty sand (SM)3340%1210010.0-16.5Sandy silt (ML)3150%1611016.5-35.0Fine to medium sand (SW)3562%3012535.0-65.0Well-graded sand (SW)3768%35126The groundwater table is at a depth of 15 ft and all of the strata may be assumed to be normally consolidated. These piles have been designed without the benefit of any...
Please solve as fast as possible
1. Using the attached borehole data and the table given below, estimate: a) The point bearing of pile, Q. by using Meyerhof's method b) The skin resistance of pile by using: a mehod , method c) The allowable pile capacity, Qall. Use FS= 3 d) The magnitude of Q, and Q, by using Ngo and the Meyerhof's equation. Calculate the allowable pile capacity. Use FS-3. If you think anything is missing, please make your...
help please
A square footing is founded at 3-ft depth below ground surface as shown in Fig1, The factored axial load acting on the square footing is 140 kips, Determine the size of the footing (B x B) if the Factor of Safety (F.S.) is 3.0. Ground surface ЗА B-? Silty Sand Fig.1 A 68-ft long pre-stressed concrete pile with square cross section (14 inch) is driven into the soil profile shown in Fig. 2. Compute the ultimate compressive load...
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