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 C ONS OL I DA T ION SE T T L EMENTF OR C L AYS

I-Settlement of Shallow Foundations

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Settlement of Shallow Foundations

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  • CONSOLIDATION SETTLEMENT FOR CLAYS

  • PrePre--Consolidation PressureConsolidation Pressure

    log Vv

    void

    rat

    io

    Vppreconsolidation pressure

    is the maximum vertical

    effective stress the soil element has ever been subjected to

    Oedometer test to get Cc and Cs values

  • Expulsion of water from soils accompanied by increase in effective stress and strength

    Amount can be reasonably estimated in lab, but rate is often poorly estimated in lab

    Only partially recoverable

    Primary ConsolidationPrimary Consolidation

  • Secondary CompressionSecondary Compression

    Creep phenomenon No pore pressure change Commences at completion of primary

    consolidation cD/Cc | 0.05

    ccDD = = ''ee

    log log ((tt2 2 / t/ t11))

  • Terminology for ConsolidationTerminology for Consolidation

    Preconsolidation stress (pressure)The maximum effective stress which has been The maximum effective stress which has been

    applied to an element of soilapplied to an element of soil

    OverconsolidatedA soil is called A soil is called overconsolidatedoverconsolidated (OC) if:(OC) if:

    Normally consolidatedA soil is called normally consolidated (NC) if:A soil is called normally consolidated (NC) if:

    Current Effective StressCurrent Effective Stress PreconsolidationPreconsolidation StressStress