Short Summary
The aim of this experiment is to determine the rate and magnitude of compression of the soil. This is achieved by the displacement of water content in a given saturated soil sample when subjected to a load. By studying its rate and magnitude of compression, its preconsolidation pressure, compression index, recompression index and coefficient of consolidation can be calculated. Having the preconsolidation pressure helps determine the maximum vertical loading the soil can withstand before it suffers an irrecoverable change in volume. Subsequently, the compression index estimates the amount of consolidation the soil will experience and the recompression index determines how much the soil will consolidate again if load is removed
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These soil properties help in understanding how much stress the soil can withstand before experiencing irreversible compression.
1. To what kind of soils is the consolidation test applicable? Which soil properties are measured during a consolidation test?
The soils applicable to the consolidation test are undisturbed, fully-saturated fine-grain soils such as clayey and silty soils. For coarse-grain and medium-grain soils, they are usually subjected to compaction which occurs almost instantaneously. Saturated fine-grain soils on the other hand, when stressed, undergoes consolidation which is a time dependent process that can occur over long periods of time.
The properties measured are pre-consolidation pressure, compression index, recompression index and coefficient of consolidation.
2. Is void ratio change related to the volumetric change? If yes, what is the relationship between volumetric strain and void ratio?
Yes, void ratio change is related to volumetric change. This can be seen in the equation shown
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How is consolidation of soils different from compaction of soils? Illustrate your answer with a diagram showing the variation of air, water and soil fractions of soil samples during compaction and during consolidation.
Compaction of solids is an instantaneous process which can occur to all soils types. where soil particles are compacted together, reducing the air voids between them. During compaction, only air voids are reduced while water content remains the same. On the other hand, consolidation of soils is the reduction of water voids between soil particles. This is visualized in the diagram shown below, in which the soil in experiencing compaction can have both air and water voids but only air void is reduced while the soil experiencing consolidation only contain water voids and has it reduced.
Consolidation usually occurs to fine-grain soils such as clayey and silty soils and is a time-dependent process that can occur over long periods due to low permeability rates. However, coarse and medium-grain soils can also experience consolidation though in a much shorter period of time as a result of its higher permeability rates. 4. Soil A consolidates faster than soil B under the same load. Which soil should have a higher coefficient of
& { 2872(25$\%$)} & { 2499(22$\%$)} & { 5795(26$\%$)} & { 5100(23$\%$)}\\ $N_{\omega\to\pi^0\gamma}^{\circ}$ & { 4487(15$\%$)} & { 3590(12$\%$)} & { 1978(6$\%$)} & { 1721(5$\%$)} & { 5846(9$\%$)} & { 5145(8$\%$)} \\ \hline $BR^{measured}_{\omega\to\pi^0\gamma}$ & \textcolor{red}{ 1.07} & \textcolor{red}{ 0.78} & \textcolor{red}{ 0.52} & \textcolor{red}{ 0.43} & \textcolor{red}{ 0.73} & \textcolor{red}{ 0.61} \\ ($\%$) & \textcolor{red}{ (15$\%$)} & \textcolor{red}{ (11$\%$)} & \textcolor{red}{ (6$\%$)} & \textcolor{red}{ (5$\%$)} & \textcolor{red}{ (9$\%$)} & \textcolor{red}{ (8$\%$)} \\ \hline & \multicolumn{6}{c|} {\bf $\sigma_{dedp-sys}=\sigma^{av}_{rms}\times(1-\sigma_{fit-sys}^{rel})$ } \\ \hline \end{tabular} \caption[The standard deviation $\sigma^{av}_{rms}$ in ${N_{\omega\to\pi^0\gamma}}^{rec}$, ${N_{\omega\to\pi^0\gamma}}^{\circ}$ and $BR^{measured}_{\omega\to\pi^0\gamma}$ for the different energy-momentum conservation constraint are presented] { The standard deviation $\sigma^{av}_{rms}$ in ${N_{\omega\to\pi^0\gamma}}^{rec}$ and $BR^{measured}_{\omega\to\pi^0\gamma}$ for the different energy-momentum conservation
GeV^2$. And the circles and squares with bars are the results of the Monte Carlo analysis. We have modelled continuum contribution double(DE) and triple(TE) exponentials for Monte Carlo analysis.
I can interpret that if a snail is presented with both leaves then it will only eat the plain leaves and not the striped leaves. It doesn’t eat the striped ones because it knows that a clover that can produce cyanide is striped and therefore poisonous, so it tends to stay away from it. That’s why the snail didn’t eat the clover the plain leaf that was painted with white stripes. From the wild it knows not to eat striped leaves. It’s pretty much like a visual warning.
In this chapter, Jo Boaler describes several school systems who do not use “tracking,” filters that separate students into high-level mathematics classes and low-level mathematics classes. She continues with a discussion that reminds us of the harmful effects of “tracking” and the damage it does to students’ mindsets, both those students on the high-level and the low-level track. Ms. Boaler goes on to suggest that heterogeneous groups of students can effectively work together and individual students can develop a growth mindset. The remainder of the chapter focuses on teaching mixed ability groups effectively and includes an in-depth look at how the tasks students complete and the type of instruction they receive can promote growth mindsets.
What is the NCLEX? The NCLEX examination is a national test taken by nursing students to certify they are ready to practice in the field. Nursing students who have passed all their classes, and are ready to graduate, will take the test and hopefully receive their registered nurse certification. There is a great deal of history behind the exam.
Sedimentology of the Sharon Formation The Sharon Conglomerate is the lowest deposits in the Pennsylvanian of Ohio, and a member of the Pottsville Formation (Conrey, 1921). Mrakovich (1974) describes the deposit as “a sheet-like body having a comparatively flat top and a very irregular base which lies unconformably on Mississippian strata of the Cuyahoga Formation.”
Although Temas and Jerry 's tests were similar in being rites of passage for the two boys, their tests differ on the basis of being official or unofficial. Whether Temas or Jerry 's test is official or unofficial is determined by who assigns it. Temas has to become a warrior of his tribe to defend their cattle from the lions. Because Temas is assigned his test by his tribe 's elders, he feels that he must pass in order to earn his manhood through becoming a warrior. Alternatively Jerry assigns his test to himself because he wants to act less childlike; gain independence from his mother and to fit in with the local boys.
“Oh, another?” You groan as you sit down, and you probably won’t get up for several more hours. Thus begins the fourth day of standardized testing. Students should not have to take standardized testing because it takes up too much class time, it puts stress on teachers and students, and students already take too many tests in each subject.
However, during the early 20th century, farmers in the region had plowed up the native grasses that held the soil in place and replaced them with crops such as wheat and corn. This event led to the depletion of soil nutrients and the exposure of the topsoil
In the next two paragraphs, I will show you the relationship
The amount of soil that was blown away reduced by 65% from the earlier years from the
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