Investigations on the transient support pressure transfer at the tunnel face during slurry shield drive Part 2: Case B – Deep slurry penetration exceeds tool cutting depth

Tunnelling and Underground Space Technology - Tập 118 - Trang 104169 - 2021
Zdenek Zizka1, Britta Schoesser2, Markus Thewes2
1METROPROJEKT Praha a.s., Argentiská 1621/36, 17000 Prague, Czech Republic
2Ruhr-Universität Bochum, Institute for Tunnelling and Construction Management, Universitaetsstr. 150, D-44780 Bochum, Germany

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Tunnelling and Underground Space Technology

Tập 118

104169

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