Uploaded on: 2020-09-07 15:22:01 come from: Road and bridge municipal administration / Road and bridge works / Bridge works
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According to the engineering geological report provided by the geological engineering company, the site strata from top to bottom are: artificial fill, alluvial silty clay, residual silty clay and upper Cretaceous bedrock. Artificial fill layer (Qml): the fill is mainly distributed in the east half and north of the site. It is miscellaneous fill and plain fill, with a thickness of 1.0~3.5m. It is loose and is a poor engineering geological layer.

 A shotcrete anchor and earthwork design scheme - Figure 1

A shotcrete anchor and earthwork design scheme - Figure 1

 A shotcrete anchor and earthwork design scheme - Figure 2

A shotcrete anchor and earthwork design scheme - Figure 2

 Design scheme of a shotcrete anchor and earthwork - Figure 3

Design scheme of a shotcrete anchor and earthwork - Figure 3

 Design scheme of a shotcrete anchor and earthwork - Figure 4

Design scheme of a shotcrete anchor and earthwork - Figure 4

 A shotcrete anchor and earthwork design scheme - Figure 5

A shotcrete anchor and earthwork design scheme - Figure 5

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