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How to arrange equation settlement

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In this video tutorial, the concept of consolidation settlement is introduced along with calculations. It starts by examining the stresses on a bar with initial length L naught and applying stress that causes a change in length by DL. The stress-strain relationship is assumed to be linearly elastic, with stress equal to the modulus of elasticity multiplied by strain. The relationship between stress, strain, and change in length is discussed, along with a more complex case involving a bar.

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How do you calculate immediate settlement of soil?

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.

What are the components of settlement?

The three components of geotechnical settlement Immediate settlement (also known as elastic settlement) Consolidation settlement (or primary settlement) Creep settlement (or secondary settlement).

What is the formula for 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.

What is the formula for consolidation settlement?

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.

How is consolidation settlement calculated?

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

What is the formula for 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.

What is the formula for calculating settlement?

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.

How do you calculate immediate settlement of soil?

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.

What is consolidation equation?

(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).

What are the stages of soil settlement?

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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