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Figure 14

(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.

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Figure 14

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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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