0.5m*** 0.5 m Žusm Figure 28.87 SM-57 7-158/6 -178 KN/² SYONL 18.7 kN/m" MC-38.24% PL-21.30%

Q: to support a permanent axial load of 2200 kN and variable load of 1000 KN from a 500 x 500 mm…

A: According to given data  permanent axial load of 2200 kN and variable load of 1000 KN from a 500 x…

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: Estimate the pile length required to carry the 900 kN axial load for the pile-soil system shown the…

A: Given the details of Soil profile as:Soil 1:C= 35 kPaSoil 2:C= 45 kPaSoil 3:C= 55 kPaSoil 4:C= 60…

Q: A large sign is to be supported on two steel poles, each of which will be supported by an 18 in…

A: Given Datalateral wind load=3000 lbsoils are sandy clay with su = 2,500 lb/ft2Factor of safety…

Q: A 0.45m square pile is to be driven at a depth of 10m into the soil. What is the allowable pile…

A: B (size of pile) = 0.45m d (depth of pile) = 10m FOS = 3

Q: (a) Determine the allowable load-carrying capacity of the bored concrete pile for: embedded length =…

A:

Q: Write a Short note on Statical Analysis (Single Pile Capacity).

A: Static Analytic Method Of Single Pile Capacity

Q: A solid steel pile (E = 200 GPa) with uniform diameter of 100 mm is driven into a soil layer and…

A: The given data is as follows: E=200 GPaDiameter of pile=100 mmVertical force=40 kNFrictional…

Q: A 5x 5 group piles of 0.4 m diameter displacement piles are to be constructed. The spacing between…

A: Solution: Given Data: d=0.4mthickness of pile, z=1.2 mLength of pile, L=20 mSpacing of pile=3…

Q: 04: Calculate the allowable axial load for the driven pile of ( 0.5 m ) dia. And ( 20 m) depth, in a…

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: A reinforced concrete pile weighing 30 kN is driven by a drop hammer weighing 40 kN and having an…

A: Ultimate bearing capacity : The maximum gross pressure strength at the foundation's base at which…

Q: Check the total settlement of a group of pile as shown in Figure 1. The t

A:

Q: A reinforced concrete pile weighing 30kN (inclusive of helmet and dolly) is driven by a drop hammer…

A: Given data, A reinforced concrete pile, Weight,W= 40kN P=30kN Effective fall, nh .H= 0.8m  S= 1.4cm…

Q: 05. Estimate the pile length required to sustain an uplift force for the pile (30 x 30 cm) shown in…

A:

Q: exampley Determine the ultimate load of closed ended pipe pile using the Static load test data of…

A:

Q: A 50 cm square prestressed concrete pile will be driven 20 m into the soil profile below. (water…

A: Given: A_b = (50 cm)2 / (100 cm/m)2 * pi / 4 = 0.196 m2 c' = 4 kPa (using ϕ= 28 deg) N_c = 14.7 N_q…

Q: A square prestressed concrete pile with a cross section 0.3 m by 0.3 m is driven 15 m into over-…

A: Given:- Cross section of the pile=0.3 m by 0.3 m15 m driven into consolidated claysfrom ground…

Q: Why is the process of measuring excavation different from measuring the work of other trades?

A: Solution: The process of measuring excavation is generally different from measuring the work of…

Q: Calculate the allowable axial load for the driven pile of ( 0.5 m) dia. And ( 20 m) depth, in a…

A: Solution: “Since you have asked multiple questions, we will solve the first question for you. If you…

Q: Compute the compressive force at the most stressed pile for each pile cap given in the table below.…

A: Weight of pile cap = 3.6*3.6*0.4*25 = 129.6 kN.                                = 3.6*3.0*0.4*25 =…

Q: An 18" square solid concrete pile is driven with an impact hammer to a depth of 55ft below grade…

A: Solution: Considering the Diagram: Qp=qpApqp=σvo'      Nq*≤0.5pa  Nq*tanφ…

Q: 2. A reinforced concrete pile weighing 30kN (inclusive of helmet and dolly) is driven by a drop…

A: Ultimate bearing capacity  The maximum load that can be maintained without failing is the ultimate…

Q: al distance from the end shoul

A: solution of above problem is below:

Q: A concrete pile of size 50 cm x 50 cm is to be provided in a clay stratum vhose unconfined…

A: Size = o.4mx0.4m load = 450  UCS unconfined compressive strength = 110kpa Hence c = 110/2 = 55…

Q: A 600 mm square prestressed concrete pile is to be driven to a depth of 20.0 m into the follow- ing…

A: Given:- groundwater table depth = 5m Factor of safety  = 3 To find:- ASD allowable downward load

Q: The horizontal floor with a length of 15 m, has one downstream sheet pile with a depth is 12 m, an…

A: H=3 m Take ρ of concrete=2.45α=bd=1512=1.25λ=1+1+α22=1+1+1.2522=1.3 Required: To calculate floor…

Q: Based on Meyerhof’s (1956) suggestion, do you think a mechanical or electrical cone penetration…

A: Following is required answer :

Q: A group of twelve prestressed concrete piles is to support a building column. The total downward…

A: The compressive load on each pile will be:   P=Total downward loadnumber of pilesP=490012   =408.33…

Q: group of 30 HP 10 x 57 piles are arranged in a 5 x 6 grid at 27 in on center. The soil is a clay…

A: Given data: Bearing resistance, qn'=15000 lb/ft2 Friction resistance, fs=2000 lb/ft2 Grid of pile=5…

Q: Q3/ A 600 mm square prestressed concrete pile is to be driven to a depth of 20.0 m into the follow-…

A: Skin fraction capacity - QS QS = AsCa Here, As = 4×.6×18⇒As = 43.2 m2 And Ca = 35×5 + 55×5 + 6×85 +…

Q: Estimate ultimate capacity of a timber pile with tip diameter of 180 mm and top diameter of 360 mm,…

A: Solution

Q: The diamter of precast round piles under pile cap is 400mm, the embedded depth of cap bottom is…

A: D(dia of pile) = 400mm = 0.4m Qu = 9 x qpa x Ab + α qsia x As

Q: please answer fast.

A: Step 1:Step 2: Step 3: Step 4:

Q: ground level sheet Example: For the sheet pile which T is buried in sandy soil ,shown in 20m the…

A: Given:- The sheet pile is buried in sandy soil  The water level is situated at the depth = 2 m  To…

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

A:

Q: Answer the following 1-Point bearing piles extend to a stable soil or rock layer below the…

A:

Q: The diamter of precast round piles under pile cap is 400mm, the embedded depth of cap bottom is…

A: D(diameter of pile) = 400mm = 0.4mdepth of cap= 1.5 ml1=8m and l2=2mTo find:bearing capacity

Q: 17) The friction load capacity of the pile using the B-method is most nearly: a. 437 kN b. 927 kN c.…

A: To determine- Friction load capacity

Q: Determine the allowable bearing load of the pile shown in figure Q1 using all the possible methods…

A: The soil is cohesive. We will only need cohesive soil parameters.

Q: Design a bored pile carrying a <OMpressive load of 1000 kN ¤nd a moment of 50 kNm. Use M25 mix And…

A:

Q: A large sign is to be supported on two steel poles, each of which will be supported by an 18 in…

A: Solution: Given Data lateral wind load=3000 lb soils are sandy clay with su = 2,500 lb/ft2 Factor of…

Q: Aprecast concrete pile, 305 x 305mm in size is proposed to be installed at a site where two layers…

A: Differences Between Bored and Driven Piles in Terms of Installation Effects on Surrounding SoilBored…

Calculation of Settlement

The vertical displacement of the structural foundation due to the loading from the superstructure is known as settlement. It is due to the reduction of air voids present in the soil. The amount of vertical displacement depends on the bearing capacity of the soil on which the foundation is laid. The effect of the settlement depends on the magnitude of settlement, uniformity, and the structural design of the structure. The maximum allowable settlement for residential and office buildings should be less than 18 mm, for industrial buildings, it is 38 mm and for commercial buildings, it is 25 mm.