The Origin of Soils

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    CE 330: Soil Mechanics

    Basic Geologyand the Origin of Soils

    Dante Fratta

    University of Wisconsin-Madison

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    Definitions

    Geology: is the science that deals with rocks,

    minerals, and subsurface rocks. This science also

    studies the formation, structure and behavior of

    these materials.

    Engineering Geology: deals the the application of

    geologic concepts into engineering practice.

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    Rocks and Soils

    Rocks for a geologist is any natural formedaggregate or mass of mineral matter, whether ornot coherent, constituting an essential and

    appreciable part of the earth crust

    Rocks for an engineer is a hard durable materialthat cannot be excavated without blasting

    These definitions are sometimes conflicting.

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    Rocks and Soils

    Most rocks are cemented Most rocks have low

    porosity

    Weathering can greatly alterthe rocks properties.

    Depending on scale, rocksare considered adiscontinuous material.

    Rocks can have the largestprincipal stress either in thevertical or horizontaldirection (complex stresshistory).

    Most soils are not cemented Most soils have large

    porosity

    Weathering barely alters thesoil properties.

    Depending on scale, soils areconsidered a continuousmaterial.

    Most soils have the largestprincipal stress in thevertical directions.

    AM consultants KSU

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    Minerals

    Minerals are naturally occurring solids withspecific structures and chemical composition.

    There are thousand of minerals, and the vast

    majority form rocks (rock-forming minerals) Properties of minerals control the properties of

    rocks

    Identifications is done using physical (color, Mohs

    Scale), chemicals properties (evaluatingreactions), and structure (microscope, X-raydiffraction)

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    MineralsMohs Scale

    1 Talc (scratched by

    finger nails)

    2 Gypsum (~ 2.2

    fingernail)

    3 Calcite (~ 3.2 copper

    penny)

    4 Fluorite5 Apatite (~ 5.1

    pocketknife)

    6 Orthoclase (~ 6.5 steel

    needle)

    7 Quartz (scratches glass

    with ease)

    8 Topaz (scratches

    glass)

    9 Corundum (cuts glass)10 Diamond

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    Minerals - Examples

    Quartz (SiO2): is a verycommon mineral. Mohshardness 7. Chert is a type

    of amorphous silicate thatmay react with Portlandcement.

    Feldspar (orthoclaseKAlSi3O8 and plagioclase

    NaAlSi3O8 ): is the mostabundant mineral. Mohshardness 6 (orthoclase)

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    Minerals - Examples

    Calcite (CaCO3): is soluble inwater which can transport it. Itmay cement soils when

    precipitate out of solution. Itreacts with hydrochloridic acid.Mohs hardness 3.

    Dolomite: similar composition tocalcite (it has magnesium)

    Mica (Muscovite is white;Biotite is black): semi-transparent flakes or sheets withvery low friction coefficient.

    Pitt Univ.

    Pitt Univ.

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    Minerals - Examples

    Gypsum: it is a whitish mineral that has cementing

    properties. It is used in the manufacturing of Portland

    cement and dry walls. It is soluble in water.

    Pyroxene, Amphibole, Hornblende, Olivine: areferromagnesian minerals.

    Limonite, Magnetite: are minerals that contain iron

    (Fe2O3). They have rusty color (e.g., Georgia clay)

    Ice (solid H2O). Water is not considered a mineral. Diamond: is the hardest mineral of all. It is composed of

    pure carbon.

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    The Geologic Cycle

    The geologic cycle explains the process of rock

    and soil formation

    Molten

    MAGMA

    Igneous

    RockMetamorphic

    Rock

    Sedimentary

    RockSoils

    (Coduto 1999)

    metamorphosis

    metamorphosisweatheringweathering

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    The Geologic Cycle

    Igneous Rocks: they are formed by the cooling of lava.

    There are two types: intrusive and extrusive rocks.

    Intrusive rocks cool very slowly and have large grains(e.g., granite, diorite, gabbro)

    Extrusive rocks cool very fast and have small grains (e.g.,

    basalt, andesite, rhyolite).

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    The Geologic Cycle

    Sedimentary Rocks: are formed

    the the transformation of soils

    back to rock by a process

    known as induration orlithification.

    There are two types of rocks:

    clastic and carbonate rocks.

    CalState-Los Angeles

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    The Geologic Cycle

    Clastic rocks: are formed by the hardening of soil deposits

    due to the pressure of overlying materials and cementation

    of water soluble minerals, iron oxides and carbonates.

    They usually show layers (strata). These layers are known

    as bedding planes.

    Typical examples include: sandstone, claystone,

    conglomerate, shale (indurated clays)

    Slacking: is the process by which fine-grained clastic rock

    deteriorate due to excavation and exposure. Slacking can

    be a problem for engineering structures.

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    The Geologic Cycle Carbonate rocks: they are formed by organic materials that

    accumulate and become indurated.

    Typical examples include limestone (CaCO3water and

    carbonic acid soluble may trigger sinkhole big

    problem in Florida, Karst topography), chalk (a very soft

    rock), dolomite (mineral dolomite instead of calcite).

    (from USGS 2000)

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    The Geologic Cycle

    Metamorphic Rocks: they are formed by the action of largepressure and temperature. These actions produce changes in

    mineral-forming rocks.

    The metamorphic process generally improves the engineering

    properties of the rock as it reduces the porosity, and increasesthe hardness and the strength.

    Examples: Foliated (slatederived from shale, schistlarge

    mica content, gneissderived from granite) and non-foliated

    rocks (quartzite and marble).

    Scienceclarified.com

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    Formation, Transport and

    Deposition of Soils Residual Soils: these are soils that remain in the same

    place of the formation (the rate of formation is faster than

    the rate of transport).

    These types of soils are typical of tropical regions.

    Deposits can be several hundred meters deep.

    Examples: decomposed granite, saprolite (rotten rock; e.g;

    Piedmont formation, GA), literite (tropical regions, usually

    cemented with iron oxidesrusted color)

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    Formation, Transport and

    Deposition of Soils Glacial Soils: the action of glaciers grinds down soils and

    rock and transports the resultant materials over largedistances.

    The formed material is very heterogeneous. There areparticles of different sizes and mechanical properties.

    Examples: Till: directly deposited by the glacierE.g., ablation (morraines)

    and lodgement (hardpan) tills

    glacio-fluvial: are formed after the ice melted due to outwash

    glacio-lacustrine: formed by the deposition of fine soils in largebodies of water, they are usually layered

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    Formation, Transport and

    Deposition of Soils Glacial Soils

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    Formation, Transport and

    Deposition of Soils Alluvial Soils (fluvial soils): are soils transported by

    streams and rivers.

    Very common soils, found in rivers flood plains.

    They usually have large groundwater aquifers.

    These soils are segregated by size along the length of the

    river (large particlesgravels and sand - at the origin and

    small particles at the deltasilts and clays).

    In arid areas, the evaporation of water leaves cemented

    agents that are deposited in the soil forming very hard

    materials known as caliche.

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    Formation, Transport and

    Deposition of Soils Lacustrian and Marine Soils: lacustrian are soils deposited in

    lakes, while marine soils are deposited in the sea and ocean

    floor.

    Grain sizes vary from silts to clays and deposited in uniformlayers or poor engineering properties

    Deltas are a common example of marine soils (Mississippi,

    Nile, Amazon, and Parana deltas).

    Univ. of Idaho

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    Formation, Transport and

    Deposition of Soils Aolian Soils: are soils transported and deposited by the

    wind. They are very poorly graded (uniform) and show

    very high porosity.

    The transport mechanisms include: suspension (dust

    storms), saltation (dunes), and creep (dunes).

    Colluvial Soils: are soils transported by gravity, either

    slowly or fast.

    Examples: downhill creep, landslide, mudflow.

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    Bibliography

    Coduto, D. (1999). Geotechnical Engineering. Principles and Practice.

    Prentice-Hall.

    McCarthy, D. (1998). Essential of Soil Mechanics and Foundation.

    Prentice-Hall.

    Budhu, M. (2005). Soil Mechanics and Foundations. Wiley. Encyclopedia Britannica (2001). Web Site. http://britanica.com

    Liu, C. and Evert, J. B. (2001). Soils and Foundations. Prentice-Hall.