Consolidate equation resolution easily

Aug 6th, 2022
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How to consolidate equation resolution

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this is a lecture from open tuition to benefit from the lecture you should download the free lecture notes from open tuition com so were gonna go through now and look at our group accounts so remember group accounts will potentially be a question in Section C and it will either be a group accounts question or a published company accounts question so we could spend a lot of time working through the group accounts and it not arise in Section C it could though then be a couple of multiple-choice questions in Section A or potentially as a question in Section B okay so remember a lot of what youve already seen already has been covered in financial accounting so it should be relatively fresh in the mind because weve got it as brought forward assume knowledge from financial accounting were not going to go back and look at the detail fundamental concepts all over again what were going to go through and do is we are going to work it slowly but were going to go through there and bring in

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Consolidation settlement is time dependent natural process of fully saturated soil due to expulsion of water from the voids and compaction is instantaneous artificial process of partially saturated soil due to expulsion of air from voids.
A normally consolidated clay layer settles 2 cm when the effective stress is increased from 80 to 160 kN/m2.
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 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.
For the consolidation of 50%, find the time factor. (Tv){50}=\frac{}{4}(\frac{50}{100})^2=0.197.
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.
Cv = Coefficient of consolidation is constant for the same type of soils, Tv = Time factor will also remain constant for the same degree of consolidation. Thus, Time Factor depends on Coefficient of consolidation, Drainage path Time.
The Time Factor shall be calculated on the basis of a 30-day month. For example, if 16 days have lapsed since the Issue Date, the Time Factor equals 16/30 or . 533; and if three months and 20 days have lapsed since the Issue Date, the Time Factor equals 3 + 20/30 or 3.667.
fact, T90 is a function of the time factor for construction, To , as shown by Lumb (1963). Values of T90 are given in Figure 2. Time factor for 90% consolidation as a function of the time factor at end of construction (after Lumb 1963).
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

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