kesulo em/sec what is rate seepage under shee t pile Sm 1.67 m 4m

Q: B- For the given conditions: Pile dia.=0.5m, L=12m, bored pile, Piles No.=6, S=1m, Rectangular Cap…

A: For single pile -  Ultimate load capacity =  Qu = Qsu + Qbu⇒Qu = 250 + 400⇒Qu = 650 KN   For…

Q: (b) Determine ultimate carrying capacity of pile of dia. 0.3m and length 10m driven into sandy soil…

A: Given data- Sandy Soil Dia of the pile (d)=0.3m Length of the pile (L)=10m Unit weight of soil γ=17…

Q: Wire-pipe designs of wet ESPs can achieve higher efficiencies. Why?

A: Wire Pipe designs of wet ESPs are used for collecting the particulate matter presence in flue gases.…

Q: The head in m is? Sheet pile 5 m Ground surface 1.67 m II III 10 m 3! 4 5id

A: Given data in question  Flownet Sheet pile ground surface  Number of flow channels =3 Number of…

Q: For you (As an engineer) why is dam constuction is interesting to buiild and challenging?

A: Dam:- It is a kind of barrier that stops or restricts the flow of surface water or underground…

Q: An 8 m thick clay layer is located between two layers of sand. Also there is a thin drainage layer…

A:

Q: A group of 25 HP 10 * 57 piles are arranged in a 5 * 5 grid at 27 inches on center and driven to a…

A: Given:- 5* 5 grid pile 25 HP 10*57 piles spacing , s = 27 inch s=2.25 feet L = 60 ft fn=1000 lb/ft2…

Q: a. Draw the first seepage line using the same scale appropriate. b. Sketch a flownet for seepage in…

A: The values and figure given in the question are as follows: Head of water(H)=8 m Coefficient of…

Q: Problem 1 Excavation site was protected using a sheet piles as shown below Depth of excavation. He -…

A: ∆H(difference in water level) = He + di - df = 5 + 1 - 1.5 = 4.5m Hs(depth of sheet pile) = 4.5 m ie…

Q: 1. Calculate the rate of flow or seepage flow per meter length of the sheet pile at right angle to…

A: Given data in question  Permeability  Elevation difference in upstream and downstream end. Number of…

Q: 10 m 9 m Sheet pile 24 m k = 10-3 cm/s Impermeable l=

A: Flow net can be drawn freely with with hand  Flow channels will be perpendicular to equipotential…

Q: on the results of Problems 11.1 and 11.2, recommend an allowable load for the pile. Use FS = 4.…

A: The ultimate capacity of piles generally in cohesionless soil is achieved by the position placed on…

Q: Explain some conditions which are consider for the structural design of driven piles.

A: The driven pile may be a form of pile that inserted up to the exhausting layer within the soil…

Q: 10.8 Determine the sheet-pile section modulus for the braced cut described in Problem 10.7. Use o =…

A: Calculating the stability number for the given soil: SN=γHcWhere,γ=18 KN/m3c=30 KN/m2H=7 mSN=18×730…

Q: Evaluate the resisting capacity against axial load due to skin friction on the following conditions.…

A: To determine the resisting capacity of pile against axial load (due to skin friction).   Given, Size…

Q: 0.45m Square prestressed concrete piles are to be installed in groups of 4 at the site shown in the…

A:

Q: for Pile shown in fig. below, Sind Qu дозжазм 3m XX =30 S=0.84 Sand Ks=1.3 16 kN F Q=36 Sand G= 0.74…

A: Given, Ap = 0.3 x 0.3 = 0.09 m2 L = 10 m

Q: For a given sheet pile driven into a permeable soil layer underlain by an impermeable clay layer,…

A: Solution: (a) Flow Net

Q: A single footings excavation project produced 150LCM soil , if the spoil bank has a conical shape…

A:

Q: Q-8: The following figure shows the flow net for seepage of water around a single row of sheet piles…

A:

Q: Determine the seepage loss per meter length of the sheet pile if hydraulic conductivity, k is 4.1 X…

A:

Q: A single row of sheet piles is driven into a permeable layer as shown in the figure. Giyert H = 5.5…

A: Given data,  H1 = 5.5 m H2 = 4.4 m Nf = 4 Nd = 8 k = 4 x 10^-4 cm/s   To find out the seepage loss…

Q: Discuss in your own words with the help of diagram, the load transfer mechanism in skin…

A: Load transfer mechanism in skin resistance -end bearing piles* These yype of piles  are driven in…

Q: The section of a sheet pile is shown in the figure. The coefficient of permeability of the soil is…

A:

Q: lidation settlement 4.Consolidation settlement one year after load application. 200 kPa 4.0m G.S.…

A:

Q: Given: Anchored sheet pile shown in figure. Required: For a factor of safety of (2) with respect to…

A: Given: The factor of safety with respect to passive resistance = 2 Load acting, P = 40 kPa γ=16…

Q: An 87 meters long slope protection works with 75mm diameter x 1.0 meter PVC  Pipe for weep hole…

A:

Q: 5- Determine the factor of safety against heave on the downstream side of the single-row sheet pile…

A: Factor of safety: Ultimate Load (Strength)/Allowable Load=Safety Factor (Stress) The permissible…

Q: A concrete pile 30 cm diameter is driven into a medium dense sand(φ = 35°, γ = 21 kN/m3), k = 1.0,…

A: Given data: Diameter =30 cm φ = 35° γ = 21 kN/m3 k = 1.0 tan δ = 0.7 Nq = 60 factor of safety of 2.5…

Q: Describe the Concept—Osterberg load cell placement and effects on test pile.

A: - In Osterberg test, The Osterberg cell also known as O cell is placed inside the pile during its…

Q: Describe the factors of safety for design of piles.

A: Answer IntroductionA pile foundation is a cylindrical structural member made of concrete, steel, and…

Q: Sand falls into a conical pile at the rate of 10 cu. ft. per min. The radius of the base of the pile…

A:

Q: The average values of the undrained shear strength (c,) with depth are given below. IT Depth (m) C,…

A:

Q: 10 A pile of 40cm diameter and 18.5m -long passes through two layers and embedded in a third layer.…

A:

Q: Q3) AYThe Figure below shows a long pile wall driven in sand with Coefficient of permeability K-…

A: Given that:                    ∆h = 1.2Coefficien of permeability, K = 0.05 cm/sec

Q: A sheet pile is installed in a soil with coefficient of permeability equal to 10-“ m/s. The flow net…

A: Given: Coefficient of permeability, k = 10-6 m/s Number of flow lines = 6 Number of equipotenial…

Q: Check the pile load of the Railroad Bridge of (hilla) for 3000 KN with pile diameter (1.1 m). The…

A: Given: Details of a pile Load = 3000kN,Pile diameter = 1.1 m Bored depth of pile = 20 m Bored depth…

Q: Consider a steel H-pile (HP250x 85) 25 m long embedded in sandy soil and subjected to lateral force.…

A:

Q: What s pile foundation? Discuss the classification of pile ba =/composition and load transfer…

A: Pile foundation-  Plie foundation is a type of Deep foundation where depth of foundation is grater…

Q: Calculate the side resistance in pounds for 20 ft long open ended 27 inch diameter smooth steel pipe…

A:

Q: Determine the total flow rate through all channels per unit length of the respective Flownet of…

A: Given data ; Coefficient of permeability:- (k) = 5×10^-⁵cm/sec Nf= 3.5 As per given figure, Number…

Q: Define Cast-in-drilled-hole (CIDH) pile

A: Cast-in-drilled-hole (CIDH) pile are simply reinforced concrete piles cast in holes drilled to…

Q: Given the sheet pile shown in figure : 1. Draw the flow 1.5m 3.0mi net to scale (1:100) and compute…

A: 1 . Following figure show the flow net diagram: Calculate the seepage quantity as follows: Q =…

Q: In-situ stresses-Seepage condition ground level sheet Example: For the sheet pile which T is buried…

A:

Q: A horizontal impervious floor of length 20 m is provided with a sheet pile of 5 m depth at its…

A:

Q: 1)A contractor has compacted a base fa new road and found the value of compaction percentge 2) if…

A: As per guidelines please repost Q2 separately

Q: A single row of sheet piles is driven into a permeable layer as shown in the figure. Given: • H =…

A:

Q: El. 30 m sheet piles 5.0 m El. 27 m A El. 22 m 6: 5 El. 20 m Impervious layer 2.

A:

Q: 1. Determine seepage in ft/day per linear foot of the following sheet pile: Sheet Pile 20 GROUND…

A:

Q: 10.4 Determine the sheet-pile section modulus for the braced cut described in Problem 10.3. Given:…

A:

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.