Investigations on transient support pressure transfer at the tunnel face during slurry shield drive part 1: Case A – Tool cutting depth exceeds shallow slurry penetration depth-Reference-Cited by-同舟云学术

Investigations on transient support pressure transfer at the tunnel face during slurry shield drive part 1: Case A – Tool cutting depth exceeds shallow slurry penetration depth

Published:2021-12 Issue: Volume:118 Page:104168
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zizka Zdenek,Schoesser Britta,Thewes Markus

Funder

Deutsche Forschungsgemeinschaft

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference36 articles.

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3. Tunnelling Machines in Soft Ground: a Comparison of Slurry and EPB Shield Systems;Babendererde;Tunn. Undergr. Space Technol.,1991

4. Aquifer Hydraulics: A comprehensive Guide to Hydrogeologic Data Analysis;Batu,1998

5. Pore Pressures in front of tunnel, measurements, calculations and consequences for stability of tunnel face. Kyoto, Japan;Bezuijen,2001

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