Question

Discuss the accuracy of the 1-D settlement calculation in soil mechanics,you can compare it with 3-D...

Discuss the accuracy of the 1-D settlement calculation in soil mechanics,you can compare it with 3-D settlement calculation
0 0
Add a comment Improve this question Transcribed image text
Answer #1

Settlement Calculation

Settlement of a Single Infinite Layer

The settlement ∆h of a single relatively thin layer. IT can be calculated once the change in voids ratio is known.

where ei and ef are the initial and final voids ratio.

the settlement of a thicker layer can be calculated by dividing the layer into a number of sub layers . This is important in light of the fact that both the underlying and last powerful pressure differ with profundity as do the voids proportion.

The settlement of the soil layer is calculated by calculating the settlement of the individual sub-layers and adding them. In doing this it is accepted that the voids proportion and the compelling pressure are steady all through the sub-layer and equivalent to their qualities at the focal point of the sublayer

A newly developed calculation tool for fully coupled general 3D finite element consolidation analyses is presented. The advancement has been a piece of a continuous Research and Development venture called GeoFuture and the instrument is executed into the business geotechnical programming Novapoint GeoSuite. There, the tool is part of an integrated software system for handling geotechnical and geometrical data, with wiki based user assistance for selection of material properties and controlling the simulations, what's more, 3D graphical perception of info information and results. The paper gives the fundamental foundation and highlights of the count instrument. To demonstrate some of the capabilities of the tool, back-calculations of the measured long-term settlements of a heavy building on a deep soft clay layer in Oslo centrum are presented.

Add a comment
Know the answer?
Add Answer to:
Discuss the accuracy of the 1-D settlement calculation in soil mechanics,you can compare it with 3-D...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • Soil Mechanics (300985) - Practice for final exam SESSION 2 SCC 2018 Question 1 a C...

    Soil Mechanics (300985) - Practice for final exam SESSION 2 SCC 2018 Question 1 a C The results of a dry-sieving test are given in Table 1. Plot the particle size distribution curve and give classification for the soil in accordance with USCS. (The standard graph paper and classification figure are paper). available at end of this exam Table 1. Sieve analysis sample Sieve analysis of a soil sample Mass Percent finer Sieve Mass by weight passing M(g) Sieve No....

  • 3. Is there a relationship between allowable bearing capacity and allowable settlement? Discuss in detail by...

    3. Is there a relationship between allowable bearing capacity and allowable settlement? Discuss in detail by giving the definition of each them with an explanation of their use. b. How do you apply Newmark solution of Boussinesq method to the stress increment at point A at a depth of 5m. A 2m5m 2m 10m c. How does the presence of water table at a level at or above the base of footing affects the footing? How do are the bearing...

  • Soils Mechanics Assignment 3 1. In a liquid limit test on a fine-grained soil, using the...

    Soils Mechanics Assignment 3 1. In a liquid limit test on a fine-grained soil, using the Casagrande apparatus, the following results were recorded: Test # 2 Number of blows 40 30 23 Container number c19 c10 c20 Wet soil + container 93.49 92.5 92.3 87.5 Dry soil + container 90.76 90.53 89.36 85.95 Container mass 84.16 86.1 83.12 82.79 dry soil moisture loss Moisture content, w% If the plastic limit on the same soil was found to be 25% determine...

  • settlement calculation confused as how the settlement per soil layer was obtained in mm, not getting the unit conversi...

    settlement calculation confused as how the settlement per soil layer was obtained in mm, not getting the unit conversion right. For example, when I apply for formula s for first layer I obtain s=97.6 but the answer is 9.76 mv= 0.8 m^2/MN ness Terzaghi's method S- depth below L'/z foundation 9.8 61 0.24 5 6.6 4.2 2 41 0.16 0.101 1.67 0.67 2 26 18 0.4 5 2.9 2 0.29 0.22 0.069 0.71 0.56 1.9 12 0.045 25.4 It is...

  • subject: soil mechanics 03:- The old building (A) is to be removed and replaced by a...

    subject: soil mechanics 03:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (Q3). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kN/m² and 23.3 kN/mº respectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building (A). b. After a very long time from removing...

  • CE 321 Soil 1. A block sample of soil the soil sample was used for gravity...

    CE 321 Soil 1. A block sample of soil the soil sample was used for gravity of soil is 2.65, find the following soil 101.4 kg and has dimensions of 0.4mx0.4 mx0.4 m. Some of moisture content as shown below. When the specific Mass of can with soil before drying in oven1z1.84g Mass of can with soil after drying in oven 101.72 (Tip: 1 kg 9.81 N) content ( 2) Total Unit weight (kN/m3) 3) Dry unit weight (kN/m') CE...

  • Fluid Mechanics: based on pressure losses in pipes experiment 1.Discuss the reasons and difference between f...

    Fluid Mechanics: based on pressure losses in pipes experiment 1.Discuss the reasons and difference between f values obtained experimentally and analytically using moody chart. 2.Comment on the reasons for variation of loss coefficients among fittings. 3.What would affect the accuracy of K and f factors.

  • can you compare and contrast the concepts of power and powerless and discuss the factors that...

    can you compare and contrast the concepts of power and powerless and discuss the factors that promote powerlessness in patients with chronic disease x + 1/cl/outline on 96 Dave... Print cíti Payment Activity -... History your own. 5 Select one of the following topics of interest to you, research and record a video entry and post to the discussion board. 1. Compare and contrast the concepts of power and powerlessness and discuss the factors that promote powerlessness in clients with...

  • subject / soil mechanics i want the solution as soon as possible Q3:- The old building...

    subject / soil mechanics i want the solution as soon as possible Q3:- The old building (A) is to be removed and replaced by a new building (B), as shown in Figure (03). The vertical pressure at the center of the clay layer from the building (A) and building (B) is equal to 13.64 kNm and 23.3 kN/m” respectively, Find:- 1. O.C.R after removing building (A). 2. The void ratio (e) of the clay layer: a. Immediately after removing building...

  • can you compare and contrast the concepts of power and powerless and discuss the factors that...

    can you compare and contrast the concepts of power and powerless and discuss the factors that promote powerlessness in patients with chronic disease?

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT