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HGE TERMS CE REF 4

HGE TERMS CE REF 4
36問 • 2年前
  • Ian Calasang
    • 通報

    問題一覧

  • 1

    The elastic tendency of liquids which makes them acquire the least surface Area possible.

    surface tension

  • 2

    Ratio between Volume of water and Volume of Voids.

    Degree of saturation

  • 3

    Ratio between Volume of voids and Volume of the soil mass.

    porosity

  • 4

    Ratio between Weight of water and Weight of solid particles.

    moisture content

  • 5

    Which of the following states the law of bouyancy?

    Archimedes

  • 6

    A flow in which the velocity of the fluid at a particular fixed point does not change with time.

    Steady flow

  • 7

    Which component of rock or soil is independent of interparticle friction?

    cohesion

  • 8

    A phenomenon in which the strength and stiffness of a soil is reduced by earthquake shaking or other rapid loading.

    liquefaction

  • 9

    A pile of sand keeps from spreading out like a liquid because the weight of the sand keeps the grains stuck together in their current arrangment, mostly out of static friction This weight and pressure is called?

    effective stress

  • 10

    Which of the following is not a soil component?

    gas

  • 11

    A procedure used to assess the particle size distribution (or gradation) of a granular material.

    sieve analysis

  • 12

    According to USCS, soil grain size greater than 4.75mm but less than 75mm.

    gravel

  • 13

    According to USCS, soil grain size greater than 0.075mm but less than 4.75mm.

    sand

  • 14

    According to USCS, soil grain size larger than 75mm.

    Boulder and Cobbles

  • 15

    Which of the ff. does not affect the settlement of a footing.

    none of these

  • 16

    Section 302.4.1 NSCP. Steepness of the fill shall not exceed.

    1:2

  • 17

    Section 302.2.2 NSCP. Steepness of the "cut" shall not exceed.

    1:2

  • 18

    When the path lines of the individual particles of a flowing liquid are irregular curves and continually cross each other, this flow is called?

    turbulent

  • 19

    when the paths of the individual particles of flow do not cross or intersect.

    Laminar flow

  • 20

    A line joining the points of highest elevation of water in a series of vertical open pipes rising from a pipeline in which water flows under pressure is reffered to as?

    hydraulic gradient

  • 21

    A pressure surge or wave caused when fluid in motion is forced to stop or change direction suddenly ( momentum change) is reffered to as?

    water hammer

  • 22

    At what temperature °C at which liquid water has the highest density?

    4

  • 23

    The pressure exerted is transmitted equally and undiminished to all portions of the liquid. This principle is known as?

    Pascals

  • 24

    in any stream flowing steadily without friction the total energy contained is the same at every point in its path of flow. this principle is known as?

    Bernoulli

  • 25

    A gas law that states that a gas's pressure and volume are inversely proportional.

    Boyles

  • 26

    Which of the ff. is NOT a characteristic of a cohesionless soil.

    practically impermeable

  • 27

    In Standard Penetration Test, medium dense sand have number of Blows of:

    10 to 30

  • 28

    In Standard Penetration Test, very loose sand have number of Blows of:

    0 - 4

  • 29

    In Standard Penetration Test, Loose sand have number of Blows of:

    4-10

  • 30

    In Standard Penetration Test, Dense sand have number of Blows of:

    30-50

  • 31

    In Standard Penetration Test, very dense sand have number of Blows of:

    over 50

  • 32

    if the ground Water table in a soil formation rises as a result of flooding, the bearing capacity of the soil:

    decreases

  • 33

    one of the following foundation conditions does not affect the bearing capacity of the supporting soil.

    load imposed onto the soil

  • 34

    a cohesive soil is considered "Soft" if the unconfined compression strength in Kpa is between:

    24-48

  • 35

    a cohesive soil is considered "Medium" if the unconfined compression strength in Kpa is between:

    48-96

  • 36

    a cohesive soil is considered "Stiff" if the unconfined compression strength in Kpa is between:

    96-192

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    問題一覧

  • 1

    The elastic tendency of liquids which makes them acquire the least surface Area possible.

    surface tension

  • 2

    Ratio between Volume of water and Volume of Voids.

    Degree of saturation

  • 3

    Ratio between Volume of voids and Volume of the soil mass.

    porosity

  • 4

    Ratio between Weight of water and Weight of solid particles.

    moisture content

  • 5

    Which of the following states the law of bouyancy?

    Archimedes

  • 6

    A flow in which the velocity of the fluid at a particular fixed point does not change with time.

    Steady flow

  • 7

    Which component of rock or soil is independent of interparticle friction?

    cohesion

  • 8

    A phenomenon in which the strength and stiffness of a soil is reduced by earthquake shaking or other rapid loading.

    liquefaction

  • 9

    A pile of sand keeps from spreading out like a liquid because the weight of the sand keeps the grains stuck together in their current arrangment, mostly out of static friction This weight and pressure is called?

    effective stress

  • 10

    Which of the following is not a soil component?

    gas

  • 11

    A procedure used to assess the particle size distribution (or gradation) of a granular material.

    sieve analysis

  • 12

    According to USCS, soil grain size greater than 4.75mm but less than 75mm.

    gravel

  • 13

    According to USCS, soil grain size greater than 0.075mm but less than 4.75mm.

    sand

  • 14

    According to USCS, soil grain size larger than 75mm.

    Boulder and Cobbles

  • 15

    Which of the ff. does not affect the settlement of a footing.

    none of these

  • 16

    Section 302.4.1 NSCP. Steepness of the fill shall not exceed.

    1:2

  • 17

    Section 302.2.2 NSCP. Steepness of the "cut" shall not exceed.

    1:2

  • 18

    When the path lines of the individual particles of a flowing liquid are irregular curves and continually cross each other, this flow is called?

    turbulent

  • 19

    when the paths of the individual particles of flow do not cross or intersect.

    Laminar flow

  • 20

    A line joining the points of highest elevation of water in a series of vertical open pipes rising from a pipeline in which water flows under pressure is reffered to as?

    hydraulic gradient

  • 21

    A pressure surge or wave caused when fluid in motion is forced to stop or change direction suddenly ( momentum change) is reffered to as?

    water hammer

  • 22

    At what temperature °C at which liquid water has the highest density?

    4

  • 23

    The pressure exerted is transmitted equally and undiminished to all portions of the liquid. This principle is known as?

    Pascals

  • 24

    in any stream flowing steadily without friction the total energy contained is the same at every point in its path of flow. this principle is known as?

    Bernoulli

  • 25

    A gas law that states that a gas's pressure and volume are inversely proportional.

    Boyles

  • 26

    Which of the ff. is NOT a characteristic of a cohesionless soil.

    practically impermeable

  • 27

    In Standard Penetration Test, medium dense sand have number of Blows of:

    10 to 30

  • 28

    In Standard Penetration Test, very loose sand have number of Blows of:

    0 - 4

  • 29

    In Standard Penetration Test, Loose sand have number of Blows of:

    4-10

  • 30

    In Standard Penetration Test, Dense sand have number of Blows of:

    30-50

  • 31

    In Standard Penetration Test, very dense sand have number of Blows of:

    over 50

  • 32

    if the ground Water table in a soil formation rises as a result of flooding, the bearing capacity of the soil:

    decreases

  • 33

    one of the following foundation conditions does not affect the bearing capacity of the supporting soil.

    load imposed onto the soil

  • 34

    a cohesive soil is considered "Soft" if the unconfined compression strength in Kpa is between:

    24-48

  • 35

    a cohesive soil is considered "Medium" if the unconfined compression strength in Kpa is between:

    48-96

  • 36

    a cohesive soil is considered "Stiff" if the unconfined compression strength in Kpa is between:

    96-192