Estimation of deformation and stiffness of fractures close to tunnels using data from single-hole hydraulic testing and grouting [electronic resource]
Sealing of tunnels in fractured rocks is commonly performed by pre- or post-excavation grouting. The grouting boreholes are frequently drilled close to the tunnel wall, an area where rock stresses can be low and fractures can more easily open up during grout pressurization. In this paper we suggest...
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Online Access |
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| Format: | Government Document Electronic eBook |
| Language: | English |
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Berkeley, Calif. : Oak Ridge, Tenn. :
Lawrence Berkeley National Laboratory ; distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy,
2010.
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| Subjects: |
MARC
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| 245 | 0 | 0 | |a Estimation of deformation and stiffness of fractures close to tunnels using data from single-hole hydraulic testing and grouting |h [electronic resource] |
| 260 | |a Berkeley, Calif. : |b Lawrence Berkeley National Laboratory ; |a Oak Ridge, Tenn. : |b distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy, |c 2010. | ||
| 300 | |a 887 : |b digital, PDF file. | ||
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| 500 | |a Published through the Information Bridge: DOE Scientific and Technical Information. | ||
| 500 | |a 05/01/2010. | ||
| 500 | |a "lbnl-3590e" | ||
| 500 | |a International Journal of Rock Mechanics and Mining Sciences 47 6 ISSN 0148-9062 FT. | ||
| 500 | |a Journal Publication Date: 2010. | ||
| 500 | |a Rutqvist, J.; Fransson, A.; Tsang, C.-F.; Gustafson, G. | ||
| 500 | |a Earth Sciences Division. | ||
| 520 | 3 | |a Sealing of tunnels in fractured rocks is commonly performed by pre- or post-excavation grouting. The grouting boreholes are frequently drilled close to the tunnel wall, an area where rock stresses can be low and fractures can more easily open up during grout pressurization. In this paper we suggest that data from hydraulic testing and grouting can be used to identify grout-induced fracture opening, to estimate fracture stiffness of such fractures, and to evaluate its impact on the grout performance. A conceptual model and a method are presented for estimating fracture stiffness. The method is demonstrated using grouting data from four pre-excavation grouting boreholes at a shallow tunnel (50 m) in Nygard, Sweden, and two post-excavation grouting boreholes at a deep tunnel (450 m) in Aespoe HRL, Sweden. The estimated stiffness of intersecting fractures for the boreholes at the shallow Nygard tunnel are low (2-5 GPa/m) and in agreement with literature data from field experiments at other fractured rock sites. Higher stiffness was obtained for the deeper tunnel boreholes at Aespoe which is reasonable considering that generally higher rock stresses are expected at greater depths. Our method of identifying and evaluating the properties and impact of deforming fractures might be most applicable when grouting takes place in boreholes adjacent to the tunnel wall, where local stresses might be low and where deforming (opening) fractures may take most of the grout. | |
| 536 | |b DE-AC02-05CH11231. | ||
| 650 | 7 | |a Testing. |2 local. | |
| 650 | 7 | |a Stresses. |2 local. | |
| 650 | 7 | |a Hydraulics. |2 local. | |
| 650 | 7 | |a Flexibility. |2 local. | |
| 650 | 7 | |a Pressurization. |2 local. | |
| 650 | 7 | |a Grouting. |2 local. | |
| 650 | 7 | |a Deformation. |2 local. | |
| 650 | 7 | |a Performance. |2 local. | |
| 650 | 7 | |a Fractures. |2 local. | |
| 650 | 7 | |a Boreholes. |2 local. | |
| 710 | 2 | |a Lawrence Berkeley National Laboratory. |4 res. | |
| 710 | 1 | |a United States. |b Department of Energy. |b Office of Scientific and Technical Information. |4 dst. | |
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