Launch equation settlement easily

Aug 6th, 2022
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How to launch equation settlement

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good morning everybody in todays lecture were going to be following up with our discussions of how to compute settlements and were going to be talking more now about computing how long its going to take for primary consolidation to occur you may look be looking at this figure and be wondering what in the world is dr. Frankie showing me on this figure it looks like little snakes popping out of the ground well were going to talk about what these little things represent here later in this presentation and its a method of how we can speed up the consolidation settlement at a site so I just want to remind you that geotechnical engineers are not just worried about how long or Im sorry how much settlement is going to occur but but how long its going to take for that settlement to occur now our geotechnical hero karl terzaghi he was the first guy to look at time rate of settlement and he developed a theory to quantify and explain not just the magnitude of consolidation so settlement h

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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 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.
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.
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)3.64 x 10-8m2
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 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-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 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.

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