Clay Properties and Foundation Considerations
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Questions and Answers

What is the type of clay?

  • Sedimentary (correct)
  • Igneous
  • Metamorphic
  • None of the above
  • Older clays have lower strength than younger clays.

    False

    What are the typical UCS (Unconfined Compressive Strength) values for clay?

  • 1-20 MPa (correct)
  • 0.1-1 MPa
  • 100-200 MPa
  • 50-100 MPa
  • What is the SBP (Soil Bearing Pressure) of clay?

    <p>0.1-1 MPa</p> Signup and view all the answers

    What kind of material is clay?

    <p>Weak material</p> Signup and view all the answers

    Clay is prone to slow creep and deformation.

    <p>True</p> Signup and view all the answers

    Compaction in clay can cause high and differential settlement under structure load.

    <p>True</p> Signup and view all the answers

    Study Notes

    Clay Properties

    • Type: Sedimentary, clastic, argillaceous
    • Strength: Older, more lithified, and unweathered clays have higher strength. Younger clays have properties transitional to low-strength soils.
    • Unconfined Compressive Strength (UCS): 1–20 MPa
    • Sensitivity and Bearing Pressure (SBP): 0.1–1 MPa

    Clay Foundation Considerations

    • Foundations: Weak material with low, variable strength largely due to water content.
    • Potential Issues: Prone to slow creep and plastic deformation. High potential for compaction leading to high and differential settlement under structural loads.

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    Description

    This quiz explores the properties and behavior of clay as a sedimentary material, particularly in foundation engineering. It covers the strength characteristics, unconfined compressive strength, and potential issues related to clay foundations. Perfect for students studying civil engineering or soil mechanics.

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