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(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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(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.
(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.
(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.
(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.
(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.
(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.
(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.
(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.