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| TITLE |
EPB TBM Tunnelling in Singapore Old Alluvium |
| SUMMARY |
... Old Alluvium in general behave as flowing sand and therefore the earth pressure
mobilisation factor may be considerably higher than 1.2. The TBM operator can ... |
| AUTHOR |
Loganathan, N. ; O’Carroll, Joe ; Flanagan, Richard ; Tee, Tan Boon |
| PUBLISHED |
2005 |
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| TITLE |
Port Of Miami Tunnel Tender Design And Update |
| SUMMARY |
... of the ship channel to prevent the “stepping-down” of the TBM during tunnel
excavation,since loose- to-medium sand is expected at the bottom of the TBM. ... |
| AUTHOR |
Chen, Wern-ping (Nick) |
| PUBLISHED |
2009 |
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| TITLE |
Tunneling under the gateway to New York Harbor |
| SUMMARY |
... Lower sand and gravel ... water distribution system, availability of suitable land,
environmental impacts and a suitable site for launching and servicing of a TBM. ... |
| AUTHOR |
Lawrence, Colin |
| PUBLISHED |
2010 |
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| TITLE |
In soft ground, adaptable muck removal is key |
| SUMMARY |
... Two 610-m- (2,000-ft-) long river crossings were tun- neled by a 4.59-m- (15-ft-)
diameter EPB TBM at steep grades through stiff clay, silt and sand. ... |
| AUTHOR |
Willis, Desiree |
| PUBLISHED |
2010 |
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| TITLE |
Pressure Balance Shield Pipe Jacking to Avoid Contamination |
| SUMMARY |
... sand, silty sand, fine gravel and silt. Although boulders were not expected in the
face of the pipe jacking excavation, it was specified that the TBM be able ... |
| AUTHOR |
Boscardin, Marco D. ; Wooten, R. Lee ; Taylor, James M. |
| PUBLISHED |
1997 |
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Showing: 1 to 10 of 421 matches for "tbm sand"
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