Polish equation settlement easily

Aug 6th, 2022
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How to polish equation settlement

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hey everybody my name is Chris and Im a tutor here at check comm and I mostly do math and computer science and in this video were going to talk about polish notation so published notation is sometimes also called prefix notation and its basically another way of writing arithmetic expressions like three plus five this is the way that were all really used to writing this and this is sometimes called infix notation in fix because the operator here is in between the operands three and five so polish notation or prefix notation would be plus three five so it seems pretty kind of strange at first but whats nice about this is this sort of notation is set up so that we dont really have to use parenthesis so for example if we were going to say three plus five times two because of order of operations these parentheses here are very necessary but with the Polish or the prefix notation we could write this as x + 3 5 - and the way we would do this is we would read this from right to left so

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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.
Creep settlement. Past experience indicates that, if the embankment is constructed with good quality material and is well compacted, the long-term settlement within the embankment can be controlled to within 0.2% of the height of the embankment.
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 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 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
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.
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 three components of geotechnical settlement Immediate settlement (also known as elastic settlement) Consolidation settlement (or primary settlement) Creep settlement (or secondary settlement).
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
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.

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