Scetch spreadsheet settlement easily

Aug 6th, 2022
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How to scetch spreadsheet settlement

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hi Im Ted today Im going to show you how to make a floor plan in Excel if you want to make a very complicated floor plan probably something like a graph a more graphic program PowerPoint or docHub Illustrator or even a more advanced architectural program as what you want but if you want to make a quick sketch Excel is actually a pretty useful tool to just make a simple outline with the main features of a floor plan so Ive got a spreadsheet open just a brand new blank spreadsheet and what were going to do is were going to use the border formatting capability of the excel cells to do this so the first thing we want to do is we want to go in and and make a rectangular grid so to do that first select all the cells in the whole spreadsheet and to do that just go up to the left of the column a label and just above the label for Row 1 and click there and you can see all the cells now turn blue which means all of the cells in the spreadsheet are selected so then what you do is first we wa

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Solutions for Time factor for 90% consolidation is 0.848Time factor for 50% consolidation is 0.197The time required for 90% consolidation is 30 MinsThe time required for 50% consolidation is 9 MinsLength of drainage path is 10mmThe Coefficient of consolidation of the sample by the square root of time fitting method isa
(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).
Coefficient of consolidation is the rate at which saturated soil undergoes consolidation. It can be only measured in laboratory. Time factor is given by T v = C v t d 2 . From this equation, the unit of coefficient of consolidation comes out to be cm2/sec.
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.
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 consolidation parameters (, ) are the gradients of the normal consolidation line () and swelling line (), respectively, which can be obtained from the compression index (Cc) and swelling index (Cs), respectively, from conventional 1D consolidation tests = C c 2.303 , = C s 2.303 .
Coefficient of consolidation. The Coefficient of consolidation at each pressures increment is calculated by using the following equations : Cv = 0.197 d2/t50 (Log fitting method) Cv = 0.848 d2/t90 (Square fitting method)
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 Coefficient of consolidation at each pressures increment is calculated by using the following equations : Cv = 0.197 d2/t50 (Log fitting method) Cv = 0.848 d2/t90 (Square fitting method)
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).

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