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How to outline formula settlement

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so the purpose of this video is to introduce the concepts of consolidation settlement how to do those calculations I want to start off by looking at the stresses on a bar so this bar has initial length L naught we apply stress stretches and it changes in length by DL now lets look at the stress-strain relationship for this bar were going to assume that this material has a linear elastic relationship between stress and strain so the slope of our curve between stress and strain is the magis elasticity or e so we can see that we have a relationship and stress is equal to the modulus of C times our strain or that our strain is the stress divided by our body modulus elasticity we also know that our strain is equal to the change in length over the original or initial length and therefore the change in length is equal to initial length times our strain or a debt initial length times the ratio of stress over the Montes elasticity want to look at a case a little more complex the bar that we

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What is the formula for calculating settlement?

the course of vertical stresses z with depth. The settlement-generating base stress 1 = 0 - h must be used, taking into consideration the stress reduction by the excavation unloading for the embedment depth of the foundations.

What is an immediate settlement?

As the name suggests, immediate settlement occurs straight away as soon as the load is applied to the soil. When the load is applied, stresses in the soil change and the soil particles are rearranged, causing a reduction in void space.

How is consolidation measured?

Consolidation tests are typically performed on a saturated cylindrical soil specimen and are designed to measure the amount and the rate at which a sample will change in height when subjected to a load.

How do I calculate my consolidation settlement?

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, Poissons ratio, compression index, recompression index, secondary compression index, effective preconsolidation stress, coefficient of consolidation and

How do you calculate immediate settlement?

Immediate settlement of cohesive soils is given by S i = q B ( 1 2 E s ) S i = H C log e 0 + 0. S i = E s ( 1 2 ) I q B. S i = C H log e 0 + 0.

What is the equation used to determine the immediate settlement?

Explanation: The immediate settlement is the elastic settlement and can be computed from the following expression based on the theory of elasticity, Si = q B (1-2/E s) I w. Explanation: As suggested by BIS Code IS: 8009 Part 1, 1976 the value of influence factor Iw for rigid footing is 0.82.

What is the formula for calculating settlement?

the course of vertical stresses z with depth. The settlement-generating base stress 1 = 0 - h must be used, taking into consideration the stress reduction by the excavation unloading for the embedment depth of the foundations.

What are the components of settlement?

The three components of geotechnical settlement Immediate settlement (also known as elastic settlement) Consolidation settlement (or primary settlement) Creep settlement (or secondary settlement).

What is the main cause of settlement?

The soils react differently over time but the 3 major causes of settlement are: drying and shrinking of the soils, wetting and softening of soil and poorly compacted fill soil.

What is the formula for calculating settlement?

the course of vertical stresses z with depth. The settlement-generating base stress 1 = 0 - h must be used, taking into consideration the stress reduction by the excavation unloading for the embedment depth of the foundations.

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