Arrange equation settlement easily

Aug 6th, 2022
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How to arrange 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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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 three components of geotechnical settlement Immediate settlement (also known as elastic settlement) Consolidation settlement (or primary settlement) Creep settlement (or secondary settlement).
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 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
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 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.
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.
(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 total settlement of the ground consists of 3 components: immediate settlement (commonly referred to as elastic settlement, although this is a misnomer), consolidation settlement (or primary settlement) and creep settlement (or secondary settlement).

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