Settlement FAQs

what is elastic settlement

by Anne Sporer Published 2 years ago Updated 2 years ago
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In the current state of practice, any soil settlement other than consolidation settlement is often called elastic settlement. It is also referred to as immediate settlement in some geotechnical reports.Jan 30, 2018

Full Answer

What is elastic settlement of foundations?

The elastic settlement of foundations occurs almost immediately after the foundation is built and the imposed loads applied. When the load is applied to the soils they initially behave in an almost elastic manner, hence the name elastic settlement.

Which is correct soil elastic settlement or soil immediate settlement?

– GeoTechSimulation Which one is correct: soil elastic settlement or soil immediate settlement? In the current state of practice, any soil settlement other than consolidation settlement is often called elastic settlement. It is also referred to as immediate settlement in some geotechnical reports.

What is the difference between consolidation and elastic settlement?

In the current state of practice, any soil settlement other than consolidation settlement is often called elastic settlement. It is also referred to as immediate settlement in some geotechnical reports. The question is: which one of these terminologies is more appropriate and better represents the nature of soil deformations.

How do you calculate the settlement caused by an elastic load?

In cases where a loaded area such as a footing for a building, is located on a soil deposit, which may be idealized as an elastic solid, the settlement caused by the load may be calculated by means of the elastic displacement equation. ρ = q B (1-υ2) Iρ

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What is meant by elastic settlement?

Elastic settlement is immediate and much higher in sandy soils than in clay soils. Due to the high Young's modulus values in clay, elastic settlement is low in clay soils. This chapter explains the computation of elastic settlement from elastic modulus vs. SPT (N) Values.

What is elastic settlement of foundation?

Elastic Settlement of Shallow Foundations Elastic settlement occurs during the construction of the structure and immediately after the construction of the structure. However, consolidation settlement occurs over a period of time. It occurs due to the reduction of the pour water pressure in the saturated clay.

Is elastic settlement immediate?

The total settlement of the ground consists of 3 components: immediate settlement (commonly referred to as elastic settlement, although this is a misnomer), consolidation settlement (or primary settlement) and creep settlement (or secondary settlement).

How do you calculate elastic settlement?

Elastic settlement calculation using displacement influence factors has the general form (Poulos and Davis, 1974):(1) ρ = q B E s I where ρ is the foundation settlement; q is the applied stress; B means the foundation width; Es stands for the equivalent elastic soil modulus; and I is the displacement influence factor.

What is the difference between settlement and consolidation?

Debt consolidation and debt settlement are strategies for making debt manageable, but they are different methods and bring different results. Debt consolidation reduces the number of creditors you'll owe. Debt settlement tries to reduce the amount of debt you owe.

What causes foundation settlement?

Foundation Settlement is due primarily to the expanding soil cycle (shrinkage and expansion) directly dependent on water content. This constant movement weakens and softens soils and can also create pockets/voids beneath your home's foundation, which your home will sink/settle into following the laws of gravity.

How can I reduce my consolidation settlement?

Note: the consolidation settlement can be reduced by conducting any of the following: 1. Increase the length of piles (when the length of piles are increased, “H” value in the preceding equation would reduce. “H” is the thickness of the compressible portion of the clay layer).

What is maximum settlement?

The maximum permissible settlement as per IS-1904(1966) for isolated foundations are 40mm on sandy soil and 65mm in clayey soils. The permissible settlement for the raft foundation on clay soil is 65-100 mm and for sandy soil, it is 65 mm. Differential settlement: Foundation on clay soil = 40 mm.

How is ground settlement calculated?

13:2451:58Mod-01 Lec-11 Shallow Foundation - Settlement Calculation - I - YouTubeYouTubeStart of suggested clipEnd of suggested clipSoil layer NCC is equal to compression. Index. So either we can use this expression to calculate theMoreSoil layer NCC is equal to compression. Index. So either we can use this expression to calculate the consolidation settlement.

What are the types of settlement?

The four main types of settlements are urban, rural, compact, and dispersed. Urban settlements are densely populated and are mostly non-agricultural. They are known as cities or metropolises and are the most populated type of settlement. These settlements take up the most land, resources, and services.

What are the three different types of settlement of soil?

There are three main types of soil settlement in geotechnical engineering: Uniform settlement. Differential settlement. Curvature settlement.

What is the maximum allowable settlement for a pile?

Pile settlement analysis showed that total expected maximum settlement value was 15.6 mm. It includes 2.1 mm settlement of pile deformation from vertical compressive loads. For such structure, foundation settlement should not be more than 2% of pile diameter.

How do you determine the consolidation settlement of a foundation?

The settlement can be calculated by knowing the size of the dike, total load on the soil due to weight of the dike and the soil properties such as elastic modulus, Poisson's ratio, compression index, recompression index, secondary compression index, effective preconsolidation stress, coefficient of consolidation and ...

What is consolidation settlement in soil?

When soil is loaded undrained, the pore pressures increase. Then, under site conditions, the excess pore pressures dissipate and water leaves the soil, resulting in consolidation settlement. This process takes time, and the rate of settlement decreases over time.

What is primary consolidation settlement?

Primary consolidation: Soil settlement during which the excess pore water pressure is transferred to the soil's skeleton.

How do you calculate immediate settlement?

1:1451:58Mod-01 Lec-11 Shallow Foundation - Settlement Calculation - I - YouTubeYouTubeStart of suggested clipEnd of suggested clipSo immediate settlement calculation so by theory of elasticity approach this immediate settlementMoreSo immediate settlement calculation so by theory of elasticity approach this immediate settlement can be determined by Q B by a to 1 by mu square. Into I F.

What is the difference between creep and immediate settlement?

Since soil particles are practically incompressible, consolidation settlements is caused by a reduction in voids due to gradual squeezing out of water. Finally, creep settlement occurs under a constant load and is depended on the stress history, the type of soil and the anisotropy of the soil.

How long does creep settlement last?

The settlement process may be completed almost immediately or may last for a significant amount of time (even decades) depending on the soil’s permeability and water drainage paths.

When does an elastic settlement occur?

The elastic settlement of foundations occurs almost immediately after the foundation is built and the imposed loads applied. When the load is applied to the soils they initially behave in an almost elastic manner, hence the name elastic settlement. Elastic settlement of the soil is an important part of the total settlement of the foundation.

How does CivilWeb calculate settlement?

The CivilWeb Elastic Settlement Formula Spreadsheet calculates the elastic settlement expected beneath a foundation. The spreadsheet completes these calculations using the classical method using the soils elastic modulus to determine the elastic settlement. The CivilWeb Elastic Settlement Formula Spreadsheet includes unique design and analysis tools which allow the designer to see at a glance exactly how much settlement can be expected from differently sized foundation. The CivilWeb Elastic Settlement Formula Spreadsheet can be purchased at the bottom of this page for just £10.

What is civilweb settlement formula?

The CivilWeb Elastic Settlement Formula Spreadsheet calculates the elastic settlement expected for the foundation. The spreadsheet calculates the elastic settlement in accordance with the elastic modulus of the soil. The spreadsheet also includes a unique analysis graphs which the designer can use to optimise the design, saving the designer hours of detailed design work on every elastic settlement calculation.

Why do foundations need to be settled?

Settlement of foundations needs to be controlled in order to ensure that the building or structure is not damaged and can still fulfill its purpose. Some settlement of foundations is inevitable and will not cause damage to the structure as long as the total and differential settlement is restricted to a small amount.

Can soil properties be used in elastic settlement?

It is common to use typical values for the soil properties for use in preliminary elastic settlement equations. However these properties have a significant effect on the results of the elastic settlement analysis so onsite testing should be undertaken to ascertain accurate values for these parameters before the final design is completed.

What are the two major categories of settlement?

The settlement of a shallow foundation can be divided into two major categories: (a) elastic, or immediate settlement and (b) consolidation settlement.

What is secondary consolidation settlement?

Secondaryconsolidation settlement occurs after the completion of primary consolidation caused by slippageand reorientationof soil particles under a sustained load. Primary consolidation settlement is more significant than secondary settlement in inorganic clays and silty soils. However, in organic soils, secondary consolidation settlement is more significant.

What is the total settlement of a foundation?

The total settlement of a foundation is the sum of the elastic settlement and the consolidation settlement. Consolidation settlement comprises two phases: primaryand secondary. The fundamentals of primary consolidation settlement were explained in detail in Chapter 2.

Why do we substitute in the equation of Se?

Substitute in the equation of Se in order to get the elastic settlement of sandy soil.

How to calculate settlement of a foundation?

First of all, you have to determine the average stress in the clay layer below the centre of the foundation, and then you can calculate the settlement using the appropriate equation: ∆𝜎�𝑣=4��[ �2��(𝐻

Does submergence of soil mass reduce soil stiffness?

Terzaghi suggested that the submergence of soil mass reduces the soil stiffness by about half, which in turn doubles the settlement. In most cases of foundation design, it is considered that, if the ground water table is located 1.5Bto 2Bbelow the bottom of the foundation, it will not have any effect on the settlement.

What is the most widely used method for computing the immediate settlement?

There are various methods of computing the immediate settlement. The most widely used are the Schleicher’s method and Jambu, Bjerrum and Kjaernsli’s method.

How many times is the settlement at the center?

To the settlement at the center, the principal of superposition is used. For a rectangular area the settlement at the center is equal to four times the settlement at the corner.

How long does it take for a soil to settle?

Immediate settlement takes place in a short time (about a week) after application of load and is due to elastic distortion of the soil. As the settlement is experienced in a short time, there will not be enough time for soil mass for change in its water content. Hence, Settlement takes place under constant Volume or under un-drained conditions. Immediate settlement is computed by elastic theory. Compared to consolidation settlement, particularly in saturated clay, immediate settlement is very small and often neglected unless the structure is very important.

How to do rigidity correction?

Rigidity Correction – The rigidity correction is done by multiplying the flexible settlement obtained from equation above by a factor, 0.8 called Rigidity Factor.

What is settlement governed by?

Coduto also interestingly concluded settlement that in most case structures, particularly buildings, settlement is governed by serviceability and aesthetic requirements not by structura l. Visual hazard like jamming doors-windows, cracks and other identical problems appears first long before structural integrity is hampered.

What is allowable settlement?

Allowable settlement: The settlement of a foundation that is acceptable both structural and esthetic point of view is called allowable settlement which generally includes a rational factor of safety. As esthetic issue is considered to set acceptable settlement, architect often take part in determining allowable settlement.

What is the maximum differential settlement of a brick wall?

For maximum angular distortion of 1/300 (δ/L), in a frame building cracking in brick panels or in brick wall of load bearing building will occur at maximum differential settlement (Δ) of 32 mm (1.25 inches).

What is the maximum settlement value for a chimney?

For structures supported on load bearing wall, the maximum settlement values are (2.5-5) cm. for chimneys, silos, mats this value lies in between (8-30) cm, for framed structure (5-10) cm. All type of structures discussed above may be subjected to non-uniform settlement.

What type of construction has more tolerance for settlement?

Construction Type: Different types of construction have different level of tolerance against settlement. For example, buildings having wood frame including wood siding will have more tolerance than unreinforced masonry buildings.

Is cracks a rate of settlement?

Same correlation has also been established by grant et al.; but cracks are expressed as damage. He used a term rate of settlement which defines very rapid or very slow settlement. The available data studied in this research, showed that maximum angular distortion (δ/L) corresponding to damage of buildings found to be same for that cases of fast or slow settlements.

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