Consolidate image settlement easily

Aug 6th, 2022
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How to consolidate image 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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Different from immediate settlement, consolidation settlement occurs as the result of volumetric com- pression within the soil. For granular soils, the consolidation process is sufficiently rapid that consolida- tion settlement is generally included with immediate settlement.
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.
Immediate settlement occurs in the soil upon load application and involves reduction in void space and rearrangements of the soil particles in response to that load. The consolidation settlement is induced due to volumetric change.
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 rate of settlement of a saturated soil is expressed by the coefficient of consolidation (cv). The rate of settlement of a soil, and hence the value of cv, is governed by two factors: the amount of water to be squeezed out of the soil; and the rate at which that water can flow out.
Consolidation has potential downsides, too: Because consolidation may lengthen the repayment period, youll likely pay more interest over the long run.
Debt consolidation is a way to combine one or more debts and pay them off with a single monthly payment, ideally with more favorable terms. A debt settlement, on the other hand, is a way to renegotiate the terms of what you owe so a creditor is willing to accept less than what is owed.
Debt consolidation is a way to combine one or more debts and pay them off with a single monthly payment, ideally with more favorable terms. A debt settlement, on the other hand, is a way to renegotiate the terms of what you owe so a creditor is willing to accept less than what is owed.
A normally consolidated clay layer settles 2 cm when the effective stress is increased from 80 to 160 kN/m2.
Both of these strategies may reduce the cost of your debt, but they do so in different ways. Debt consolidation is when you pay off existing debt with a loan or credit card, and debt settlement involves negotiating to pay off debt for less than you owe.

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