暗記メーカー
ログイン
soil mechanics
  • ユーザ名非公開

  • 問題数 34 • 8/18/2024

    記憶度

    完璧

    5

    覚えた

    14

    うろ覚え

    0

    苦手

    0

    未解答

    0

    アカウント登録して、解答結果を保存しよう

    問題一覧

  • 1

    refers to physical disintegration resulting from the effects of wind, rain, running water, ice and frost wedging, tectonic forces.

    mechanical weathering

  • 2

    rock decomposition due to chemical reactions in the rock that occurs from exposure to atmosphere, temperature changes, water, or other materials

    chemical and solution weathering

  • 3

    this have formed from the weathering of rock or accumulation of organic material and remain at the location of their origin.

    residual and sedentary soils

  • 4

    materials that have been moved from their place of origin.

    transported soils

  • 5

    capable of transporting aggregate particles on limited distances only; either downhill or mountain slopes (colluvial deposits)

    gravity transported

  • 6

    moves small particles rolling or carrying them - known as aeolian deposits

    wind transported

  • 7

    examples of wind transported soil

    sand dunes, loess and volcanic ash

  • 8

    good source of sand for some construction purposes but may not be highly suitable for all construction purposes if of uniform size and rounded

    sand dunes

  • 9

    deposits of wind-blown silts laid down in a loose condition that has been retained because of particle-bonding or cementing minerals - poor foundation material since settlement or subsidence results if subjected to excessive water and severe ground vibrations.

    loess

  • 10

    has mineral characteristics of igneous rocks - greatly affected by weathering agents

    volcanic ash

  • 11

    moving sheets of ice - present in the polar region

    glacial deposits

  • 12

    - moving considerable volume of soil by carrying the particles in suspension or by - rolling, sliding and skipping them along the river bottom - known as alluvial deposits

    river deposits

  • 13

    - soil formations remaining at the location of former lake areas - weak, compressible and make poor foundation

    lacustrine deposits

  • 14

    - soil deposits carried by flowing water to seas and oceans - weak and compressible therefore poor foundation material

    marine clay deposits

  • 15

    - predominantly sand materials - marine sands are rounded and smooth and of uniform size - corrosion potential due to salinity may affect their usefulness for certain construction purposes - ideal for waterfront and marine structures because excavation is uncomplicated and transportation economical

    beach deposits

  • 16

    - are developed in stagnated areas where limited depths of water accumulate, or where periodic inundation and drying occurs because of fluctuations in the groundwater level and vegetation has a chance to grow - soils are of high organic content, soft and odoriferous - weak and highly compressible

    swamps and marsh deposits

  • 17

    Example of Swamps and Marsh deposits:

    peat and muck

  • 18

    relates to the technique of using burial methods for disposing of solid waste resulting from human activities

    sanitary landfill

  • 19

    these are grained particles - individual particles are large enough to be distinguished without magnification.

    coarse

  • 20

    rock fragment, usually rounded by weathering or abrasion, with an average dimension of 305 mm (12") or more

    boulder

  • 21

    rock fragment, usually rounded or semi-rounded, with an average dimension of 305 mm (12") or more

    cobble

  • 22

    - 200 mm - 2.00 mm - 75 mm - 2.00 mm general limit - for highway engineering

    gravel

  • 23

    - 2.00 mm - 0.075 mm shape: rounded, sub-angular or angular

    sand

  • 24

    particles are so small that its size cannot be distinguished by the naked eye

    fine-grained particles

  • 25

    - 0.075 mm - 0.002 mm - has a smooth texture - it possesses little or no cohesion

    silt

  • 26

    - derived from chemical weathering - 0.002 mm - 0.001 mm - soil can be remolded or deformed without causing cracking, breaking, or change in volume and will retain the remolded shape. - texture is smooth - cohesive and plastic when wet

    clay

  • 27

    - those soils particularly fine-grained which contain small fragments of decomposed vegetation and decayed animals

    organic soils

  • 28

    a relatively dense fibrous soil containing a more oxidized organic matter - geologically older than peat

    muck

  • 29

    - a fibrous soil containing partially decomposed vegetation - normally spongy and relatively light

    peat

  • 30

    contains finely divided organic matter

    organic silt or clay

  • 31

    - particle dimensions are approximately equal developed into angular, sub-angular and rounded shape - angular particles possess better engineering properties - sand, gravel and silt possess this shape

    bulky grain

  • 32

    - extremely thin compared to length and width - clay minerals possess this shape

    flaky or platelike shape

  • 33

    - shape similar to a needle

    needle-like grain

  • 34

    - refers to the pattern of arrangement to the soil particles.

    soil structure