Abstract
Tunnelling in weak ground and under high overburden always proves to be challenging
during the design and construction phase. Currently, tunnels are constructed with great lengths,
which increases the probability of crossing tectonic fault zones under high overburden. These
geological conditions are commonly associated with high loads and massive deformation of the
lining. The idea of using ductile elements in the lining has become a well-known practice in such
conditions. During the last century, different solutions have been developed. In this paper, the focus
is on Telescope-Yielding-Elements (TSR). The big advantage of these elements is that forceoscillation
can be reduced to an insignificantly low level and the deformation behavior can be
controlled by the use of porous fillings, different types of steel pipes and additional free space. We
discuss the results and show the scope of application of such elements. In addition, we highlight how
minor modifications of the element configuration can look like to suit Telescope-Yielding-Elements
to specific project conditions.
Original language | English |
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Pages | 1169-1174 |
Number of pages | 6 |
Publication status | Published - Oct 2015 |
Event | 2015 ISRM European Regional Symposium - the 64th Geomechanics Colloquy: EUROCK 2015 - Salzburg congress, Salzburg, Austria Duration: 7 Oct 2015 → 10 Oct 2015 |
Conference
Conference | 2015 ISRM European Regional Symposium - the 64th Geomechanics Colloquy |
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Country/Territory | Austria |
City | Salzburg |
Period | 7/10/15 → 10/10/15 |
Other | EUROCK15: Mass Movements |
Keywords
- tunnelling
- high deformation
- weak ground
- ductile elements
- telescope-yielding-elements
ASJC Scopus subject areas
- Civil and Structural Engineering