Manipulate equation settlement easily

Aug 6th, 2022
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How to manipulate equation settlement

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[Music] some people are intimidated by manipulating equations but what they dont know is that manipulating equations follow just one very simple rule let me take you through that so lets look at this equation 5x plus 3y equals 2 BC you can think of it like there is a left hand side and a right hand side now with these two sides imagine that they are actually in a imbalance so in this case both sides are equal both sides are balanced but what happens if you subtract 3y from the left hand side the equation becomes imbalance now heres my question for you what should you do to make the equation balanced again well I hope you did not find that very difficult because what you need to do is to just subtract the Y and now they are balanced again if you have learned and understood that concept manipulating equations would be very easy for you the only concept you need to know is that what you do on the Left you do the same on the right so lets finish this equation as you know 3y minus 3y e

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The soil docHubes 90% consolidation in 3 years.
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.
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.
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 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.
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. the stress-dependent constrained moduli of the soil layers.
Preloading or surcharge is probably the most widely used technique to accelerate the consolidation process and to strengthen the weak clayey soil in situ.
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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