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To sum up, the method to calculate the rock pressure applied to an ultra-shallow tunnel in strata with inclined ground has been derived from above analysis.
Meanwhile, the safety of the lining for an ultra-shallow tunnel in strata with inclined surface is affected by rock pressure and tunnel support parameters.
As we know, the most difficult problem during design and construction of a tunnel in strata with inclined topography is to deal with the extremely thin overburden depth.
To date, the calculation method of asymmetric rock pressure applied to super-shallow tunnel in strata with inclined ground surface has not been addressed [10].
Later, Zhou and Yang [4] discussed the asymmetric rock pressure applied to the shallow tunnel in strata with inclined ground surface, and proposed a method to calculate the asymmetric rock pressure applied to the tunnel in strata with inclined ground surface by key block theory.
This means that an ultra-shallow-tunnel will be excogitated and built in strata with inclined geomorphology; consequently, the influence of rock excavation will extend to ground surface and possibly cause casualties during tunneling [11, 12].
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Furthermore, the negative effect on linear growth by MMS was also observed in the strata with higher maternal BMI but not significantly different in the group where the mothers had lower BMI (Table 2).
In soil strata with relatively high shear strength, the bit stick-out has a significant influence on the installation efficiency and a relatively small influence on conductor bearing capacity.
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