Outline equation settlement easily

Aug 6th, 2022
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How to outline 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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Total settlement for cohesive soils are generally estimated by the sum of immediate settlement, primary consolidation and secondary compression, where immediate settlement usually constitutes a docHub portion of the total settlement.
The settlement amount is calculated by adding back the accrued interest on the clean price and then multiplying by the face value.
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.
To determine the settlement under a footing of given size loaded to the load per sq. ft. for which the curve is prepared, determine from the curve the settlement per unit of column load on the footing of the size required under the column load, and multiply by the total column load carried by the footing.
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.
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
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.
The three components of geotechnical settlement Immediate settlement (also known as elastic settlement) Consolidation settlement (or primary settlement) Creep settlement (or secondary settlement).
Types of settlement in soil There are three main types of settlement in geotechnical engineering: Uniform settlement. Differential settlement. Curvature settlement.
Total settlement for cohesive soils are generally estimated by the sum of immediate settlement, primary consolidation and secondary compression, where immediate settlement usually constitutes a docHub portion of the total settlement.

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