Transportation Engineering - Vol 2 | 8. Rigid pavement design by Abraham | Learn Smarter
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8. Rigid pavement design

8. Rigid pavement design

Rigid pavements are highly rigid structures made mainly of cement concrete, built primarily to provide maximum load carrying capacity through slab action. The design principles revolve around factors such as modulus of sub-grade reaction, critical load positions, and types of stresses including temperature and frictional stresses. Comprehensive joint design considerations for expansion and contraction joints, as well as dowel and tie bars, are necessary to ensure durability and functionality.

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  1. 29
    Rigid Pavement Design

    Rigid pavements are concrete slabs with limited flexural capacity under...

  2. 29.1

    This section provides an overview of rigid pavement design, highlighting its...

  3. 29.1.1
    Modulus Of Sub-Grade Reaction

    This section details the modulus of sub-grade reaction as defined by...

  4. 29.1.2
    Relative Stiffness Of Slab To Sub-Grade

    This section discusses the concept of the relative stiffness of a rigid...

  5. 29.1.3
    Critical Load Positions

    Critical load positions in rigid pavement design refer to the specific areas...

  6. 29.1.4
    Equivalent Radius Of Resisting Section

    This section discusses the equivalent radius of the resisting section in...

  7. 29.2
    Wheel Load Stresses - Westergaard’s Stress Equation

    This section explores Westergaard’s stress equations for analyzing wheel...

  8. 29.3
    Temperature Stresses

    Temperature stresses in cement concrete pavement are caused by variations in...

  9. 29.3.1
    Warping Stress

    Warping stress in rigid pavements arises due to temperature variations...

  10. 29.3.2
    Frictional Stresses

    This section defines frictional stresses in rigid pavements and presents its...

  11. 29.4
    Combination Of Stresses

    This section discusses the critical combinations of stresses in rigid...

  12. 29.5
    Design Of Joints

    This section discusses the various types of joints used in rigid pavement...

  13. 29.5.1
    Expansion Joints

    Expansion joints are designed to accommodate pavement expansion due to...

  14. 29.5.2
    Contraction Joints

    Contraction joints are essential in rigid pavements to allow for...

  15. 29.5.3

    Dowel bars facilitate effective load transfer between adjacent concrete...

  16. 29.5.4

    Tie bars are essential in rigid pavement design, primarily serving to...

  17. 29.6

    This section summarizes the design principles of rigid pavements, focusing...

  18. 29.7

    This section focuses on the critical aspects of rigid pavement design,...

What we have learnt

  • Rigid pavements are primarily made of cement concrete, offering high rigidity under loads.
  • The effective design of rigid pavements incorporates critical load positions and various stress types.
  • Joint designs, like expansion and contraction joints, are essential for accommodating temperature variations and preventing structural damage.

Key Concepts

-- Modulus of Subgrade Reaction
A measure of the sub-grade support provided to a slab, defining the relationship between pressure and deflection.
-- Critical Load Positions
Specific locations (interior, edge, corner) on a pavement slab where stress distributions are critically affected by vehicle loads.
-- Warping Stress
Stresses caused in the pavement due to temperature gradients resulting in slab deformation.
-- Frictional Stress
Stresses generated due to friction at the interface between the slab and the sub-grade.
-- Dowel Bars
Steel bars used to transfer loads between two concrete slabs and maintain their level.
-- Tie Bars
Bars used to keep two slabs tied together but do not transfer loads.

Additional Learning Materials

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