Civil Engineer Board Exam Review: Soil Mechanics
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Civil Engineer Board Exam Review: Soil Mechanics

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Questions and Answers

What is the decrease in void ratio of a 10-m thick layer of soft clay under a compressive load?

  • One-half (correct)
  • Two-thirds
  • One-quarter
  • One-third
  • What is the primary factor affecting the consolidation of a clay layer?

  • Initial intergranular pressure
  • Increase in intergranular pressure
  • Void ratio of the clay
  • Coefficient of consolidation (correct)
  • What is the unit weight of a soil with a dry unit weight of 15.5 kN/m³ and a moisture content of 20%?

  • 18.6 kN/m³
  • 19.8 kN/m³
  • 18.2 kN/m³
  • 19.5 kN/m³ (correct)
  • What is the reduction in thickness of a 10-m thick layer of soft clay when the void ratio decreases by one-half?

    <p>3.27 m</p> Signup and view all the answers

    What is the plastic settlement of a layer of plastic clay with an initial intergranular pressure of 200 kPa, an increase in intergranular pressure of 120 kPa, and a coefficient of consolidation of 0.315?

    <p>0.365 m</p> Signup and view all the answers

    What is the void ratio of a soil specimen with a moisture content of 50%, a degree of saturation of 90%, and a specific gravity of soil solids of 2.67?

    <p>1.48</p> Signup and view all the answers

    What is the reduction in thickness of the clay layer, in meters, when the void ratio decreases by one-half?

    <p>3.27</p> Signup and view all the answers

    A layer of plastic clay is subjected to an increase in intergranular pressure of 120 kPa. What is the resulting plastic settlement?

    <p>0.563</p> Signup and view all the answers

    What is the void ratio of a soil specimen with a moisture content of 50%, a degree of saturation of 90%, and a specific gravity of soil solids of 2.67?

    <p>1.48</p> Signup and view all the answers

    A certain soil has a dry unit weight of 15.5 kN/m³. What is the unit weight of the soil when water is added to a moisture content of 20%?

    <p>19.5</p> Signup and view all the answers

    What is the effect on the thickness of a clay layer when it is subjected to a compressive load?

    <p>The thickness decreases by 50%</p> Signup and view all the answers

    Study Notes

    Soil Mechanics: Refresher Set 02

    Compression of Soft Clay

    • A 10-m thick layer of soft clay with an initial void ratio of 1.2 undergoes compression, resulting in a decrease in void ratio by one-half.
    • This compression reduces the layer thickness by 2.73 meters.

    Consolidation of Plastic Clay

    • A layer of plastic clay is subjected to an initial intergranular pressure of 200 kPa, which increases by 120 kPa.
    • The clay layer is 8 m thick, with a coefficient of consolidation of 0.315 and a void ratio of 1.125.
    • The plastic settlement of the clay layer is 0.563.

    Soil Properties

    • A soil specimen has a moisture content of 50%, a degree of saturation of 90%, and a specific gravity of soil solids of 2.67.
    • The void ratio of the soil specimen is 1.12.

    Unit Weight of Soil

    • A soil has a dry unit weight of 15.5 kN/m³.
    • When water is added to a moisture content of 20%, the unit weight of the soil increases to 18.6 kN/m³.

    Soil Mechanics

    • A 10-m thick layer of soft clay with an initial void ratio of 1.2 reduces by half under a compressive load, resulting in a reduction of 2.37 m in thickness.
    • The volume of the layer decreases by half, which means the layer thickness also decreases by half.

    Consolidation of Clay

    • A layer of plastic clay is subjected to an initial intergranular pressure of 200 kPa and an increase of 120 kPa, resulting in a plastic settlement of 0.365 m.
    • The coefficient of consolidation is 0.315, and the initial void ratio is 1.125.
    • The thickness of the clay layer is 8 m.

    Void Ratio Calculation

    • A soil specimen with a moisture content of 50%, a degree of saturation of 90%, and a specific gravity of soil solids of 2.67 has a void ratio of 1.12.
    • The formula to calculate the void ratio is based on the given moisture content, degree of saturation, and specific gravity of soil solids.

    Unit Weight Calculation

    • A soil with a dry unit weight of 15.5 kN/m³ has a unit weight of 18.6 kN/m³ when water is added to a moisture content of 20%.
    • The formula to calculate the unit weight is based on the given dry unit weight and moisture content.

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    Description

    Practice questions for the Civil Engineer Board Examination, focusing on soil mechanics and compression of clay layers. Review principles, techniques, and shortcuts for the exam.

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