all shapes of soils
angular
subangular
rounded
why do angular particles have better engineering properties
less voids
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Brainpower
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Clay particle properties
very fine ...
all shapes of soils - ANSWER- angular
subangular
rounded
why do angular particles have better engineering properties - ANSWER- less
voids
Clay particle properties - ANSWER- very fine and layered flat
attracts water the most
charges for clay - ANSWER- mineral surface negative charge
edges have positive charge
sieves are used for what kind of soil - ANSWER- coarse grained
what do classification tests determine - ANSWER- direct physical sizing of
material
and sedimentaion
sedimentation - ANSWER- process of settling
well graded - ANSWER- wide range of sizes
poorly graded - ANSWER- small range of sizes
what kind of soil is most suseptible to soil liquefaction - ANSWER- poorly graded
soil liquefaction - ANSWER- strength and stiffness reduced by high loads or
vibrations
fine grained based on sieve - ANSWER- more than 50% passes through 200#
seive
,Dry strength test - ANSWER- Mold sample into ball and let dry, break ball with
thumb and finger
dry strength test if ball doesnt break - ANSWER- highly plastic
dry strength test if ball breaks - ANSWER- not very plastic
plasticity index depends on what - ANSWER- amount of clay present
plastic index indication - ANSWER- fitness of the soil and its capacity to change
shape without altering volume
Clay properties vary in proportion to - ANSWER- water content
high water content in clay has ___________ Properties - ANSWER- liquid
Low water content and volume decrease in clay shows that it is - ANSWER-
plastic
Atterberg limits evaluate - ANSWER- plasticity
atterberg limits used when - ANSWER- for dams,
embankments,landfills,highways
atterberg limits determine - ANSWER- if building can be supported
Liquid Limit - ANSWER- soil water content expressed in % of dry unit weight
Liquid limit point - ANSWER- which soil will start to flow using the shake test
( more water content)
Plastic limit - ANSWER- moisture content % at soil begins to crumble ( less water
content)
Plastic index - ANSWER- numericle difference between liquid and plastic limits
plastic index represent - ANSWER- range in moisture content
In field devices - ANSWER- soil density devices
pocket penetrometer
, turvane
pocket penetrometer measures - ANSWER- tons per square foot
in place density or in place unit weight refers to what - ANSWER- volumetric
weight of soil in undisturbed condition or compacted fill in pounds per square
foot
IPD or IPUW only used for - ANSWER- coarse grained soils due to there being
such a difference in bank and compacted density and volume
The greater the density or unit weight the better the... - ANSWER- shear strength
and less tendancy for compression
borrow pit soils - ANSWER- an area to remove earth soils which will be used for
fill
use unut weight or density tests to estimate - ANSWER- volume of shrinkage or
swell that will occur as the soil is transported
collapsible soils have - ANSWER- volume reductions when in contact with water
collapsible gravel has what change - ANSWER- volume
saturated sand is - ANSWER- unstable
montmorillte minerals have high - ANSWER- volume changes
easy to absorb water where - ANSWER- between layers
expansive force can lift - ANSWER- pavements and structures
expansive force puts lateral forces and - ANSWER- pressure on walls
volume decrease occurs when there is - ANSWER- a decrease in water content
expansive swelling clays monitor - ANSWER- soil moisture and control
percentage around or beneath the structure
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