Earth Materials Flashcards

1
Q

Describe the material properties of rock in construction. (3)

A
  • continuous mass of solid mineral material
  • generally, the strongest, most stable of earth materials
  • strength varies with mineral content and physical structure
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2
Q

Describe the material properties of soil in construction. (2)

A
  • particulate

- properties vary with particle size and shape, mineral content, and sensitivity to moisture content

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3
Q

How are boulders classified in ASTM D2487?

A

greater than 12 inches in diameter - takes two hands to lift

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4
Q

How are cobbles classified in ASTM D2487?

A

smaller than boulders but larger than 3 inches in diameter - can be lifted with one hand

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5
Q

How is gravel classified in ASTM D2487?

A

from 3 inches to .187 inches in diameter - individual particles can be lifted between two fingers

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6
Q

How is sand classified in ASTM D2487?

A

from .187 inches to .003 inches in diameter - can see but generally too small to be picked up singly

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7
Q

How is silt classified in ASTM D2487?

A

smaller than .0029 inches in diameter and spherical in shape - too small to see with the naked eye

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8
Q

How is clay classified in ASTM D2487?

A

smaller than .0029 inches in diameter - typically 10 times or more smaller - and flat or plate shaped

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9
Q

Describe the material properties of organic soils in construction. (3)

A
  • peat, topsoil, and other soils with organic content
  • generally weak, unstable, and not suited for supporting building foundations
  • topsoil is often removed from the building site and stored for use later
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10
Q

What sort of earth materials are better suited for use as foundation material?

A

coarse-grained sands and gravels

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11
Q

What sort of earth materials are not a good choice for foundations?

A

fine-grained silts, clays, and organic soils

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12
Q

Describe the material properties of coarse-grained soils (sands/gravels) in construction. (2)

A
  • properties little-affected by moisture content
  • free-draining: good for draining water away from foundations and substructures or from under slabs on grade and pavements
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13
Q

Describe the material properties of fine-grained soils (silts/clays) in construction. (2)

A
  • smaller particle size makes them less free-draining

- more sensitive to moisture: properties and strength vary with moisture content

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14
Q

Describe the material properties of clays in construction. (6)

A
  • very small particles
  • electrostatic forces cause particles to stick together: cohesive
  • properties vary with moisture content and mineral composition
  • some are highly expansive when wetted
  • some are virtually impervious to water
  • some clays are subject to consolidation, or gradual compression over time
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15
Q

How is expansive clay dealt with on construction sites? (4)

A
  • change foundation type
  • remove the clay and replace it with select/engineered fill
  • employ the services of a professional engineer
  • use void or “carton” forms
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16
Q

What is considered to be well-graded soil?

A

wide distribution of particle sizes

17
Q

What is considered to be well-sorted soil? (2)

A
  • limited range of particle sizes

- more void space; more free draining

18
Q

What can be said of soils in terms of strength?

A

generally, the larger the particle size, the stronger the soil

19
Q

What step typically precedes foundation design?

A

investigation of the soil conditions at the site

20
Q

What is the purpose of subsurface investigations? (3)

A
  • subsurface investigations can be accomplished by digging test pits or by test borings
  • the information gained through subsurface exploration and laboratory testing is summarized in a written geotechnical report
  • the geotech report is used by engineers to assist with foundation design
21
Q

What sort of information do geotechnical reports provide? (3)

A
  • location of the water table
  • load-bearing capacity of the soil
  • soil stratum