Revise equation settlement easily

Aug 6th, 2022
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How to revise equation 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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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.
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.
(4) S t = S f 1 u t. (5) S t = S t / S f. in which u(t,z) is pore pressure at time, t and depth, z, H is the thickness of consolidation layer, u0 is the initial pore water pressure, Sf is the total settlement and cv is the coefficient of consolidation. Equation (6) is established clearly from Equation (4).
The immediate settlement is also sometimes called volume distortion settlement. Essentially, this is the rearrangement of grains due to changing stress, resulting in a reduction in void ratio and instant settlement. In most texts, immediate settlement is considered to be an elastic process.
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.
f = i + = b g z + Page 4 10-4 As a result of the increase in effective stress the soil will undergo a volume decrease as a consequence of the expulsion of water from the soil and a time dependent settlement of the ground surface would be observed.
Rigidity Correction The rigidity correction is done by multiplying the flexible settlement obtained from the equation above by a factor, 0.8 called the Rigidity Factor. Depth Correction A foundation placed at the surface will settle more than a foundation placed at a certain depth.
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.
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.
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.

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