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HDPE Pipe Buried in Embankment: Force Diagrams with Varying Internal Pressure

Explore Figure 14 diagrams illustrating normal force (N), shear force (T), and bending moment (M) for HDPE pipe buried under 1.723m DS1 sand cover, at internal radial pressures ranging from 100 kPa to 700 kPa.

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HDPE Pipe Buried in Embankment: Force Diagrams with Varying Internal Pressure

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  1. (a) without internal pressure.Figure 14. Normal force (N), Shear force (T), and bending moment (M) diagrams for HDPE pipe buried in embankment under 1.723 m DS1 sand cover.

  2. (b) 100 kPa internal radial pressure.Figure 14. Normal force (N), Shear force (T), and bending moment (M) diagrams for HDPE pipe buried in embankment under 1.723 m DS1 sand cover.

  3. (c) 200 kPa internal radial pressure.Figure 14. Normal force (N), Shear force (T), and bending moment (M) diagrams for HDPE pipe buried in embankment under 1.723 m DS1 sand cover.

  4. (d) 300 kPa internal radial pressure.Figure 14. Normal force (N), Shear force (T), and bending moment (M) diagrams for HDPE pipe buried in embankment under 1.723 m DS1 sand cover.

  5. (e) 400 kPa internal radial pressure.Figure 14. Normal force (N), Shear force (T), and bending moment (M) diagrams for HDPE pipe buried in embankment under 1.723 m DS1 sand cover.

  6. (f) 500 kPa internal radial pressure.Figure 14. Normal force (N), Shear force (T), and bending moment (M) diagrams for HDPE pipe buried in embankment under 1.723 m DS1 sand cover.

  7. (g) 600 kPa internal radial pressure.Figure 14. Normal force (N), Shear force (T), and bending moment (M) diagrams for HDPE pipe buried in embankment under 1.723 m DS1 sand cover.

  8. (h) 700 kPa internal radial pressure.Figure 14. Normal force (N), Shear force (T), and bending moment (M) diagrams for HDPE pipe buried in embankment under 1.723 m DS1 sand cover.

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