Page 571 - Rock Mechanics For Underground Mining
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MONITORING SYSTEMS





































              Figure 18.7  Pressure cell installa-  monitor total pressures in soils or fill are now usually circular in shape. The cells are
              tion in a shotcrete lining with a tape  made from two steel plates that are welded together around the periphery to form
              extensometer horizontal convergence
                                        a sealed cavity which is later filled with a de-aired fluid, usually hydraulic oil. In-
              stations. (Diagram by Geokon, Inc.)
                                        creasing stress normal to the cell surface causes a corresponding rise in the cell fluid
                                        pressure. The fluid in the cell is connected by a short tube to an electrical resistance
                                        or vibrating wire pressure transducer that converts the pressure to an electrical signal.
                                        The signal is transmitted (as a frequency in the case of a vibrating wire transducer)
                                        to the read-out or recording location. Readings may be made manually or with a data
                                        logger or computer. A thermistor inside the transducer housing allows the tempera-
                                        ture at the cell to be measured and any required correction to be made. The use of an
                                        electrical pressure transducer obviates the need for the long hydraulic lines required
                                        in the earlier type of hydraulic pressure cell.
                                          As illustrated in Figure 18.7, radial cells are placed between the excavated rock
                                        surface and the shotcrete or concrete. Tangential cells are attached to reinforcing
                                        bars or some other form of support so that they will be embedded in the shotcrete or
                                        concrete. Cells may also be cast into concrete liners. As the shotcrete or concrete cures,
                                        it will tend to shrink away from the cell. In the case shown in Figure 18.6, the tangential
                                        cells, but in other cases radial cells as well, are supplied with pressurisation tubes
                                        which are crimped to force additional oil from the tube into the cell. This forces the
                                        sensitive side of the cell back into contact with the shotcrete or concrete, ensuring an
                                        immediateandaccurateresponsetoincreasesinnormalstresses.Itisimportantthatthe
                                        stiffness of the cell matches that of the surrounding material if accurate normal stress
                                        measurementsaretobeobtained.Acellthatistoostiffforitssurroundingswillregister
                                        an excessive pressure while one that is insufficiently stiff will register a pressure that
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