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Geotech Quiz 1
  • John Rotrix Tumaneng

  • 問題数 38 • 9/7/2023

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    問題一覧

  • 1

    why study soil and its properties?

    -To Establish Safe and Economical structures -Environmental Impact

  • 2

    Natural Aggregate of Minerals

    Rock

  • 3

    Unconsolidated Sediments

    Soil

  • 4

    Uncemented Aggregate of Mineral Grains

    Soil

  • 5

    Study of Soil

    Soil Mechanics

  • 6

    Practical Application of Soil Mechanics

    Soil Engineering

  • 7

    Application of both soil and rock mechanics

    Geotechnical Engineering

  • 8

    Rock Cycle

    Igneous Sedimentary Metamorphic

  • 9

    Origin of Soil

    Rocks

  • 10

    Soil that stays on the Area

    Residual Soil

  • 11

    Soil that travels to different area

    Transported Soil

  • 12

    Transported Soil by Wind

    Aeolian Soil

  • 13

    what is Sand Dunes created by?

    Sand

  • 14

    What are Loess built by?

    Silk

  • 15

    Can gave cementation of silk

    Loess

  • 16

    Soil transported by gravity or by rolling down a slope

    Colluvial Soil

  • 17

    Transported by Glaciers

    Glacial Tilt or Glacial Soil

  • 18

    Soil transported in or by River Deposits

    Alluvial Soil

  • 19

    Soil transported by river that reaches the sea

    Marine Clay

  • 20

    If glaciers melt and creates a river that transport soil, what is it called?

    Glaciofluvial or Stratified Drift

  • 21

    What are Lake Deposits called?

    Lacustrine Soil

  • 22

    ASTM

    American Society for Testing and Materials

  • 23

    AASHTO

    American Association of State Highway and Transportation Officials

  • 24

    will pass 12-in(300mm) and be retained on a 3-in(75mm) sieve

    Cobbles

  • 25

    Will not pass a 12-in(300-mm) square opening

    Boulders

  • 26

    Will pass in 3-in(75mm) sieve but retain on no.4(4.75mm) sieve

    Gravel

  • 27

    passes in 3-in(75mm), retained at 3/4-in(19.05mm)

    Coarse Gravel

  • 28

    passes 3/4-in(19.05mm), retained in no.4(4.75mm)

    Fine Gravel

  • 29

    will pass no.4(4.75mm), but retain on No. 200(75-um)

    Sand

  • 30

    pass No.4(4.75mm), retain in No.10(2.00)

    Coarse Sand

  • 31

    pass No.10(2.00mm), retained in No.40(425um)

    Medium Sand

  • 32

    Pass No.40(425um), retained in No.200(75-um)

    Fine Sand

  • 33

    Pass No.200(75um)

    Clay

  • 34

    exhibit Plasticity

    Clay

  • 35

    Sufficient organic content to influence the soil properties

    Organic Clay

  • 36

    Non plastic

    Silt

  • 37

    A silt with sufficient organic content

    Organic Silt

  • 38

    A vegetable tissue; less favorable type of soil

    Peat