Characterisation of a fractured rock mass for a grouting field test

Tunnelling and Underground Space Technology

Volumn 16, Issue 4, 2001, Pages 331-339

  Fransson, A ^a  

^a CHALMERS UNIVERSITY OF TECHNOLOGY   (Sweden)

Author keywords

Boreholes; Geological mapping; Grouting field test; Hydraulic tests; Probe hole data

Indexed keywords

BOREHOLES; FRACTURE; GEOLOGY; MAPPING; ROCKS;

PROBE HOLES;

GROUTING;

FRACTURED MEDIUM; GEOLOGICAL MAPPING; GROUTING; SEALING; TRANSMISSIVITY; TUNNEL;

EID: 0035492231     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0886-7798(01)00060-8     Document Type: Article

References (19)

1. Provpumpning som geohydrologisk undersökningsmetodik
2. A generalized graphical method for evaluating formation constants and summarizing well-field history
3. Numerical calculations for prediction of grout spread with account for filtration and varying aperture
4. The use of transmissivity data from probe holes for predicting tunnel grouting. Analyses of data from the access tunnel to the Äspö hard rock laboratory
5. Geohydrologiska förundersökningar i berg
6. Prediction of groutability from grout properties and hydrogeological data
7. Äspö hard rock laboratory. Overview of documentation of tunnel, niches and core boreholes
8. Analysis of well test data - Application of probabilistic models to infer hydraulic properties of fractures
9. Pumping tests in heterogeneous aquifers: An analytical study of what can be obtained from their interpretation using Jacob's method
10. The frequency and apertures of fractures in rock
11. ÄSPÖ HRL-Geoscientific evaluation 1997/3. Results from pre-investigations and detailed site characterization. Comparison of predictions and observations. Geology and mechanical stability