FDE 006. The square footing shown carries a load of 3500 KN. Assume that the stress below the footing is distributed at a slope 1H:2V. The clay layer is overconsolidated with OCR=2.Q = 3500kNVd 17.5kN/m'.Sand-Vsat 18.3kN/m³Ysat 17.1kN/m²eo=1.4Refer to FDE 006. Determi the settlement of the overconsolidated clay layer.Select the correct response:101.819 mm73.624 mm37.561 mm86.241 mmClay3m x 3mGWTCs= 0.06Cc = 0.380.6m0.6m1.2m1.2m

Answered: Image /qna-images/answer/ff775211-6783-48b9-a590-b347930a3362.jpg

er to FDE 006. Determine the settlement of the overconsolidated clay layer. Ject the correct response: 101.819 mm 73.624 mm 37.561 mm 86.241 mm Sand- Ya 17.5kN/m'. Vsat 18.3kN/m Yar 17.1kN/m³ eo=1.4 Clay Q=3500kN 3m x 3m OWT Cs=0.06 Cc = 0.38 0.6m 0.6m 1.2m 1.2m

er to FDE 006. Determine the settlement of the overconsolidated clay layer. Ject the correct response: 101.819 mm 73.624 mm 37.561 mm 86.241 mm Sand- Ya 17.5kN/m'. Vsat 18.3kN/m Yar 17.1kN/m³ eo=1.4 Clay Q=3500kN 3m x 3m OWT Cs=0.06 Cc = 0.38 0.6m 0.6m 1.2m 1.2m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Answer the question based on the figure given. Gravely sand Ysat = 18.5 kN/m³; Ym = 17.8 kN/m³ Sand…

Q: Asilt day layer of 6 m thickness is shown. it has a drained triction angle of 21 prd a cohesion of…

A: soil with sand and clay has been given in question with ground water table at depth 1.5 m from…

Q: 2. The following laboratory data are available on the drained shear strength of a highly…

A: The given data is; Effective normal stress, σ=100 kPaPeak strength, c'=10 kPaϕ'=22°fully softened…

Q: 4. Given: Refer to fig. 1 Δον 3000 psf H1 = 5ft , H2 = 7 ft , H3 = 6 ft Sand: Gs = 2.65 ,e, = 0.58…

Q: In seismic exploration, acoustic waves are launched downward from the surface and reflected sound…

Q: 16 36 64 200 400 1440 2 160.00 Q2) the following results were obtained from odometer test on…

Q: The profile at a site consists of 5m of sand overlying 10m of compressible clay, which in turn…

A: The excess pore water pressure is developed in the clay layer by immediately placing the surcharge…

Q: A uniform weight of 20kN/m³ is distributed on large area. Estimate the consolidation settlement of…

A: Cs = 0.1 Cc = 0.24 = 20 kN/m3

Q: Q2: For the soil profile and a) Final consolidation settlement. b) Time required for the settlement…

Q: The following readings were taken for an increment of vertical stress of 400 psf in a…

A: The value of the t90 can be find out by plotting a graph between settlement and time. ⇒t90 = 5.5…

Q: 04: A) For the soil profile shown in Figure (4): 1- Find the final consolidation settlement 2-…

A: This question is from Consolidation in Geotechnical Engineering.

Q: Situation 4 - Three samples of loose sand were tested under consolidated undrained (CU) conditions.…

A: Given data in question Deviatric stress Undrained angle of internal friction Pore water pressure…

Q: Average unit weight for medium dense sand?

A: Soil classification:According to the amount of compactness, the soil is classified as, Very loose…

Q: friction angle of soil (ϕ’)? Also find out the failure plane angle (Ѳ) in this case? c. Find the…

A: Given data σ3=300 kN/m2 σdf=250 kN/m2

Q: The question in the subject of advanced soil mechanics, dear, answer all points, thank you A sand…

A: A sand sample- Axial stress = 200 kPa, Radial stress = 50 kPa, The specific volume before shear…

Q: Q2) Triaxial un drained tests were performed on clay samples taken from stratum shown below, the…

A: Given:- The triaxial undrained tests were performed on clay samples The results of the tests are:-…

Q: N.C soil overlaying on previous sand layer has a compression index Cc of 0.31, its void ratio at an…

A: compression index, Cc = 0.31 initial void ration , σo = 125 KN/m2 permeability coefficient, k = 4×…

Q: An over-consolidated clay has shear strength parameters of C3D10 kPa, f=25 degrees, a consolidated…

Q: Question attached

A: Solution; Consider the following field standard penetration values for a given deposit; Depth (m)…

Q: A soil profile is shown in the following figure. A new footing will be placed on the ground and the…

Q: Calculate the quantity of the sand required (in cubic meter) in 20 cubic meters of reinforced cement…

A: given- volume of the RCC=20 cubic metersRCC ratio (1:2:4)

Q: 2. For the stressed soil element shown: a. Compute the major principal stress b. Compute the minor…

Q: Q: For the soil profile shown in figure. a) Determine the final consolidation settlement. b) If the…

A: Given,

Q: Question-3: A soil profile is shown in Figure 3.1. If a uniformly distri kPa, is applied at the…

A: Given, Compression index Cc=0.27 Recompression index Cr=0.045 Uniformly distributed load∆σ=100…

Q: Consolidation test data Clay 1 sample Sample diameter = 60 mm Final height =14 mm Final water…

Q: Determine void ratio if value porosity=0.5

A: Void Ratio(e)= It is the ratio of volume of voids to the volume of soil solids. Porosity(n)= It is…

Q: A consolidated-undrained test on a normally consolidate clay yield the following results: Confining…

Q: Der silty sand layer and a gravelly sand layer. The A 20 m thick clay layer is sandwiched between a…

Q: In a deposit of normally consolidated dry sand, a cone pen- etration test was conducted. Following…

A: Given Data:The dry unit weight of sand is, To Determine:The average peak friction angle for the…

Q: 9.3 Terzaghi's consolidation theory assumes (1) specimen is fully saturated, (2) water and solid…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: Quize (3): A soil sample is subjected to an all-round pressure of 100 kN/m, the pore water pressure…

A: Given- All round pressure-σ3=100 kN/m2pore water pressure-u=93 kN/m2pores water pressure is…

Q: Il.pdf C:/Users/YONAST%20TSIGHE/Downloads/BYG504%20G%20Geoteknikk%2011.pdf Water content of a…

Q: get help for this

Q: Question 3 Refer to Figure Q3. Estimate the primary consolidation settlement in the clay layer.…

Q: A. Determine shear strength of the soil in the review level (Right answer 46.2 kPa) B. Determine…

A: A. Determine shear strength of the soil in the review level B. Determine The closed shear strength…

Q: Q5: A consolidated-drained triaxial test was conducted are as follows: 03 120 kN/m? (Ao)-180 kN/m2…

Q: 0.4:Determine the effective stress at the depth of (4m and 15m) from the GL detailed in the figure…

Q: |!;9 ELABORATE Try solving the following problem: Practice Problem: The following are the results of…

Q: Q5: N.C soil overlaying on previous sand layer has a compression index Cc of 0.31, its void rado a…

Q: For each problem, determine the Rankine passive force per unit length of the wal, the variation of…

Q: QIB: For normally consolidated clay given: Po-215 kN/m Po+ Ap- 430 kN/m? K-0.3 10 m/sec, Find: 1-…

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

Q: PROBLEM The results of two triaxial shear tests on CH clay whose plasticity index is 50, unit weight…

A: given for sample 1 cell pressure = 100 KPa deviator stress = 120 KPa for sample 2 cell pressure =…

Q: Question-2: (a) A soil profile is shown in Figure 2.1. Illustrate the variation of total vertical…

A: step 1-

Concept explainers

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

FDE 006. The square footing shown carries a load of 3500 KN. Assume that the stress below the footing is distributed at a slope 1H:2V. The clay layer is overconsolidated with OCR=2.
Q = 3500kN
Vd 17.5kN/m'.
Sand-
Vsat 18.3kN/m³
Ysat 17.1kN/m²
eo=1.4
Refer to FDE 006. Determi the settlement of the overconsolidated clay layer.
Select the correct response:
101.819 mm
73.624 mm
37.561 mm
86.241 mm
Clay
3m x 3m
GWT
Cs= 0.06
Cc = 0.38
0.6m
0.6m
1.2m
1.2m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Q3: Answer with false or true then correct the wrong one. 1- Up to 50 % liquid limits the soils behaves as a high plastic soil. 2- When a soil dried to shrinkage limit, it is easy to crack under pressure and considered as partially saturated. 3- The kaolinite clay formation is consisting of one silica tetrahedral sheets stacked by two aluminum octahedron sheets. 4- The piping phenomena occur at maximum effective stress value and minimum pore water pressure. 5- The water level above the ground level affects the value of the effective stresses at a certain point below the ground level. 6- Illite clay is less stable compared with montmorillonite clay due the secondary bond of potassium. 7- The summation of equipotential drops represents the difference between upstream water level and the elevation of the datum. 8- Theoretically, the plastic limit value must be less than the value of liquid limit for the same soil. 9- The specific gravity has a unit of g/cm-3. 10- The specific surface area…
Q₂/ From the result which obtained from consolidation test on a sample of clay soil at depth (3.5 m). Show if the soil is (N.C.C) or (O.C.C), if you know: (y sat = 18.82 kN/m³). Pressure Void ratio 0 0.903 25 0.865 50 0.843 100 0.795 200 0.730 400 0.651 800 0.555 1600 0.468 400 0.501 100 0.547 25 0.583 0 0.612
Subject: Soil Mechanics
Q11 Please provide justified answer asap to get a upvote
A piezocone test was carried out at a site, and the following readings were recorded for the cone resistance q, and sleeve friction f.. Determine the soil present at these depths. Cone resistance, Sleeve friction, Depth (m) 9. (MN/m?) f. (kN/m?) 0.21 12.5 10 1.05 40.5 15 3.23 75.2 20 9.66 60.7 25 12.50 62.5
Shear Strentgh of the soil 2014
Q-1: Estimate the consolidation settlement due to the lowering of the water table from the location No. 1 to the location No. 2 in the soil profile. 1 6 m Sand 2 Ya(sand) =17kN/m3 2 m Ysat(sand) = 19kN /m³ 4 m Clay LL = 40%, e, =0.95 Y sat(clay) =18.6kN/m³ Bedrock
The results of 4 drained direct shear tests of an over-consolidated clay are as followsDetermine the cohesion and angle of internal friction of the clay. Please answer this asap. For upvote. Thank you very much.
Q: Explain the stress vs. time and settlement vs. time relationships for a soil layer under stress increase pf indicating the compensation of surcharge as shown in the figure below ignoring the secondary compression. Subject: ground improvement techniques Program: civil transportation engineering
13. Situation 13 - The soil is acted upon by a uniformly distributed load ΔP = 60 kPa at the ground surface. a. Compute the settlement of the clay layer, in mm, caused by primary consolidation if the preconsolidation pressure of clay is 230 kPa. Use Cs = Cc/5. Round off to the nearest whole number. b. Compute the settlement of the clay layer, in mm, caused by primary consolidation if the clay is normally consolidated. Round off to the nearest whole number. c. Compute the settlement of the clay layer, in mm, caused by primary consolidation if the preconsolidation pressure of clay is 200 kPa. Use Cs = Cc/5. Round off to the nearest whole number.
The soil is acted upon by a uniformly distributed load P=60 kPa at the ground surface. Compute the settlement of the clay layer,in mm, caused by a primary consolidation if the preconsolidation pressure of clay is 200 kPa, if the preconsolidation pressure of clay is 230 kPa, and if the clay is normally consolidated. Use Cs=Cc/5. Round off to the nearest whole number.