Consolidate line settlement easily

Aug 6th, 2022
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How to consolidate line 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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Consolidation settlement is time dependent natural process of fully saturated soil due to expulsion of water from the voids and compaction is instantaneous artificial process of partially saturated soil due to expulsion of air from voids.
Debt consolidation is when you take out a new loan to pay off multiple debts, ideally at a lower interest rate. Debt settlement is when you hire a company to negotiate your debt and pay less than you owe. Overall, debt consolidation is a safer option for your credit score.
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.
To determine the settlement, it is necessary to divide the soil into strips and define the vertical soil stresses beneath the foundation base. Based on the elasticity analysis, the specific settlements si are determined for each strip; these are then added together to obtain the total settlement s.
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.
Consolidation plays an important role in stability analysis for the embankment, footings or a column constructed on clayey soils. The settlement behaviour of these structures and the pore pressure needs to be investigated for construction on these soils.
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
The primary consolidation settlement can be calculated from the coefficient of volume compressibility mv, which can further lead to the Youngs modulus E = (1 + v)(1 2v)/[mv(1 v)], with an assumed Poissons ratio v.

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