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CMP 305 Exam Questions and Answers 100% Correct | Graded A+

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CMP 305 Exam Questions and Answers 100% Correct | Graded A+ all shapes of soils - angular subangular rounded why do angular particles have better engineering properties - less voids Clay particle properties - very fine and layered flat attracts water the most charges for clay - mineral surf...

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  • September 13, 2024
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  • CMP 305
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CMP 305 Exam Questions and Answers

100% Correct | Graded A+


all shapes of soils - ✔✔angular

subangular

rounded

why do angular particles have better engineering properties - ✔✔less voids

Clay particle properties - ✔✔very fine and layered flat

attracts water the most

charges for clay - ✔✔mineral surface negative charge

edges have positive charge

sieves are used for what kind of soil - ✔✔coarse grained

what do classification tests determine - ✔✔direct physical sizing of material

and sedimentaion

sedimentation - ✔✔process of settling

well graded - ✔✔wide range of sizes

poorly graded - ✔✔small range of sizes

,what kind of soil is most suseptible to soil liquefaction - ✔✔poorly graded

soil liquefaction - ✔✔strength and stiffness reduced by high loads or

vibrations

fine grained based on sieve - ✔✔more than 50% passes through 200#

seive

Dry strength test - ✔✔Mold sample into ball and let dry, break ball with

thumb and finger

dry strength test if ball doesnt break - ✔✔highly plastic

dry strength test if ball breaks - ✔✔not very plastic

plasticity index depends on what - ✔✔amount of clay present

plastic index indication - ✔✔fitness of the soil and its capacity to change

shape without altering volume

Clay properties vary in proportion to - ✔✔water content

high water content in clay has ___________ Properties - ✔✔liquid

Low water content and volume decrease in clay shows that it is - ✔✔plastic

Atterberg limits evaluate - ✔✔plasticity

atterberg limits used when - ✔✔for dams, embankments,landfills,highways

atterberg limits determine - ✔✔if building can be supported

, Liquid Limit - ✔✔soil water content expressed in % of dry unit weight

Liquid limit point - ✔✔which soil will start to flow using the shake test ( more

water content)

Plastic limit - ✔✔moisture content % at soil begins to crumble ( less water

content)

Plastic index - ✔✔numericle difference between liquid and plastic limits

plastic index represent - ✔✔range in moisture content

In field devices - ✔✔soil density devices

pocket penetrometer

turvane

pocket penetrometer measures - ✔✔tons per square foot

in place density or in place unit weight refers to what - ✔✔volumetric weight

of soil in undisturbed condition or compacted fill in pounds per square foot

IPD or IPUW only used for - ✔✔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... - ✔✔shear strength

and less tendancy for compression

borrow pit soils - ✔✔an area to remove earth soils which will be used for fill

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