Index equation settlement easily

Aug 6th, 2022
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How to index equation settlement

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hello everyone so today we are going to discuss an example problem on consolidation the reference for this example is again the fundamentals of the technical engineering by das and sivakugan this particular example is related to the calculation of primary consolidation settlement under a foundation lets calculate the primary consolidation settlement of a three meter thick clay layer below so the clay is this one the tree with 30 clay layer this has a given saturated unit weight of 17.3 kilonewton per cubic meter it also have a given void ratio of 1.0 and a liquid limit value of 40. so we want to calculate the settlement of this clay layer that will result from the load carried by 1.5 meter square footing so we have a square footing here which is which has a section of 1.5 by 1.5 meter and the load carried by this footie is 890 kilo newton the soil above our clay layer is sand so we have here dry sand having a dry unit weight of 15.7 kilo newton per cubic meter while below the ground

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1:52 3:29 Time rate of consolidation: average degree of consolidation explained. YouTube Start of suggested clip End of suggested clip The average degree of consolidation. Is proportional to the time factor. This average the UFMoreThe average degree of consolidation. Is proportional to the time factor. This average the UF consolidation by definition is expressed as the settlement at a given time meaning the level of squeezing.
Compression index is one of the soil parameters that are required for calculation of foundation settlements, however, the determination of compression index is expensive, cumbersome, time consuming and requ
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 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.
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.
Coefficient of compressibility (av): is the rate of change of void ratio (e) with respect to the applied effective pressure (p) during compression.
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 formula goes like this: Economic damages x 1.5 (based on the injury severity) + lost income = Damages Your medical expenses equal $10,000. The injury made you miss 2 months of work which totals $20,000. Total estimated damages would be $30,000.
The Multiplier Method of Calculating Pain and Suffering One of the most common techniques for calculating pain and suffering is to add up the claimants medical bills stemming from their car accident injuries, multiply those by a number between 1.5 on the low end, and 4 or 5 on the high end.
This also can be written as follows for a clay layer. Degree of Consolidation = Settlement of the clay layer at the time t after the load is applied / Maximum consolidation settlement that the clay layer will undergo under given loading.

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