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Mathematical Problems in Engineering
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2019
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Article
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Fig 10
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Research Article
Modification of Vertical Earth Pressure Formulas for High Fill Cut-and-Cover Tunnels Using Experimental and Numerical Methods
Figure 10
Vertical earth pressure distribution around HFCCT for (a)
D
= 6.85 m and and (b) 12 m.
(a)
(b)