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Exam (elaborations)

CMP 305 Exam fully solved & updated.

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  • CMP - Communication Management Professional
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  • CMP - Communication Management Professional

all shapes of soils angular subangular rounded why do angular particles have better engineering properties less voids Previous Play Next Rewind 10 seconds Move forward 10 seconds Unmute 0:02 / 0:15 Full screen Brainpower Read More Clay particle properties very fine ...

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  • September 7, 2024
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  • 2024/2025
  • Exam (elaborations)
  • Questions & answers
  • CMP - Communication Management Professional
  • CMP - Communication Management Professional
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CMP 305 Exam fully solved & updated




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

significant ground settlement creates - ANSWER- shifting

expansive swelling clays monitor - ANSWER- soil moisture and control
percentage around or beneath the structure

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