Brief report on Shaft friction of non-displacement piles in sand.
Generally the shaft friction on non -displacement piles depends on mainy these factors like as-
1)The value of shaft friction
2)pile surface roughness ,this varies from (2-5)*D50 for a smooth pile and (10-15)*D50 in case of rough pile,D50 signifies mean particle size of sand particles
When the load is imposed on pile,the pile is subjected to large plastic straining,the soil can behave as a dilative or contractive which depends on its state after the installation of pile
When we see aspect of roughness normalized roughness is considered which is defined as Rn =Rt/D50(where Rn is normalized roughness,Rt is maximum pile surface roughness measured end to
end )
when Rn is less than 0.02 the interface surface is smooth, then no dilatancy occurs
when Rn is more than 0.1 the interface surface is rough, then dilatancy occurs
The failure occurs due to two reasons
1)sliding between soil and pile surface
2)failure inside soil surrounding the pile
Write a research report on the following topics: 1. Shaft friction of non-displacement piles in sand 2. Pile end-bearing capacity in sand considering soil compressibility 3. End-bearing capacity of piles in crushable soils 4. Axial capacity of driven piles in sand 5. Settlement of vertically loaded piles 1. Shaft friction of non-displacement piles in sand 2. Pile end-bearing capacity in sand considering soil compressibility 3. End-bearing capacity of piles in crushable soils 4. Axial capacity of driven piles in sand...
Brief Research on following : 1) Pile end-bearing capacity in sand considering soil compressibility 2) End-bearing capacity of piles in crushable soils 3). Axial capacity of driven piles in sand 4) Settlement of vertically loaded piles
In piling technology, explain the difference between a “displacement pile” and a “non-displacement pile”.(4marks) (b)Using graph paper, sketch 3 curves illustrating typical trends of variation of pile head resistance, shaft resistance and base resistance with increasing settlement, as expected from load testing a CFA pile in clay. Explain the differences between the three curves.(6 marks)(c)A bored cast in-situ pile of 0.6 m diameter by 10 m long is installed through a 6 m thick layer of stiff clay overlying a...
Help please! Problem 3 A prefabricated concrete pile is to be driven into a dense sand deposit as shown in Figure 3 Determine the following; 1. Ultimate bearing capacity of the pile using Meyerhof and NORDLUND method. 2. Using Driven sofiware, calculate the capacity of the pile. (Attach report from the software). 3. At this same soil profile, compare the ultimate capacity of different piles (high displacement and low displacement) and comment based on your results. You should present the...
6. (a) In piling technology, explain the difference between a "displacement pile" and (2 marks) a "non-displacement pile". (b) Using graph paper, sketch 3 curves illustrating typical trends of variation of pile head resistance, shaft resistance and base resistance with increasing settlement, as expected from load testing a CFA pile in clay. Explain the differences between the three curves (6 marks) (c) A bored cast in-situ pile of 0.6 m diameter by 10 m long is installed through a 6...
(22 marks) piles are to be constructed in a site with soil the ground surface) 2 m layer of new ilt, followed by 12 m layer of soft clay,f deep layer of dense the major sand. The Gwr is 0.5m below the ground surface geotechnical considerations for the piles (6 marks) (22 marks) piles are to be constructed in a site with soil the ground surface) 2 m layer of new ilt, followed by 12 m layer of soft clay,f...
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...
TRUE OR FALSE For a drilled shaft , the displacement required to mobilize the ultimate capacity of the shaft in a compression test could be as much as 5 times larger than the displacement required in a tension test. Why or Why not?
Belt Friction - Problem 7-52. Shaft A is driven counterclockwise and has two turns of rope wound on it (Figure P7-52). The rope slips on the shaft if no tension Tis applied. Determine the minimum T required to cause the rotating shaft to pull block B up the slope. u=0.2 200 kg 0.3 55 FIGURE P7-52 ANS: T=157.5 N Click to add notes Non- 1920 PM
A capacitive displacement sensor is used to measure rotating shaft wobble, as shown in Figure Q2a. The capacity is 880pF with no wobble. Find the change in capacity for a ±1% shaft wobble.