Soil properties Flashcards

1
Q

What are the two properties of a soil section and what do they describe

A

Nature - characteristics of the soil itself such as plasticity and size
State - The conditions in which the soil exists such as the water in the section and the amount of void

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2
Q

What are the two main methods of sorting soil sizes and in what are they used for

A

Sieving and sedimentation. Sieving is for larger soils and sedimentation for smaller soils (below 425 microns)

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3
Q

What are the two methods of sieving

A

Dry and wet. Wet is used for coarse grain, while dry can be used for smaller grains but cannot contain significant amounts of silt and clay grade grains.

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4
Q

What is a PSD graph and give the two ways the graph describes the soil sample.

A

Particle size distribution. The line’s length in the x axis gives its range of sizes and the gradient shows the abundancy. The steeper the line, the more of that particle size is present in the sample.

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5
Q

What is poorly graded, well graded and gap graded and how can the PSD line show this along with the coefficient equations

A

poorly graded, very little variety in rock sizes, shown as a rather line that has a very low range in the x axis with a coefficient of conformity d60/d10 < 4
well graded, lots of variety in rock size, shown as line with a lot of range in the x axis and a coefficient of curvature 1<d30^2/(d60xd10)<3
gap graded, large range in rock sizes but lacking in certain sizes between, shown as a line that will occasionally become horizontal. coefficient of curvature outside of 1 to 3.
(dn ,where n is a number represents the particle size in which n% of the particles are smaller than)

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6
Q

What principle does sedimentation use

A

stokes law. Doesn’t work for particles smaller than 0.2 microns as Brownian motion becomes prevalent. Uses the equation in stokes law to calculate approximate radius, after the particle reaches terminal velocity in the liquid

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7
Q

What are the three phases in a section of soil

A

solid, water and air

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8
Q

Define water content, void ratio, saturation and porosity

A

mass of water/ mass of solid
volume of voids/ volume of solid
volume of water/ volume of voids
volume of voids/ total volume

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9
Q

Define specific gravity and specific volume

A

density of solid/ density of water
total volume/ volume of solid

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10
Q

Define bulk density and dry density

A

total mass/ total volume
mass of solid/ total volume

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11
Q

What are the 4 states of a soil section

A

undisturbed - completely untouched
intact- relatively undisturbed, some structure lost
remoulded - disturbed, most of its structure removed due to mechanical means
reconstituted - structure completely removed due to mechanical mixing

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12
Q

Define the liquidity index with an equation and explain the terms within it. Also state for what grade of soils is it used for

A

liquidity index = w-wp/wL-wp
w=water content
wp= water content at plastic limit, the smallest water content at which the concrete can deform without cracking/ crumbling
wL = liquid limit, the largest water content at which the soil can retain its shape
Used for clays

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13
Q

Define the relative density with an equation and explain the terms within it. Also state for what grade of soils is it used for

A

relative density = emax-e/emax-emin
emax = maximum void ratio
e= void ratio
emin = minimum void ratio

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14
Q

Define plastic index with an equation

A

wL-wP
wp= water content at plastic limit, the smallest water content at which the concrete can deform without cracking/ crumbling
wL = liquid limit, the largest water content at which the soil can retain its shape

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15
Q

what are the methods to determine liquid index and state which one is less subjective and give a brief explanation of it

A

cone penetrometer and casagrande cup
Cone penetrometer is less subjective and involves penetrating a soil sample contained within a cup with a cone shaped metal device for 5 seconds. Then the water content is measured so that a graph of cone penetration and water content can be plotted. The liquid limit is defined at a penetration depth of 20mm

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16
Q

define activity

A

plasticity index/ clay fraction
clay fraction is percentage by mass of particles below 2 micrometers