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Published By Lankelma
Lankelma is the foremost contractor for onshore in-situ soil testing in the UK. An acknowledged
specialist in CPT, Lankelma also offers a worldwide consultancy and training service.
A.P. van den Berg develops, designs and manufactures geotechnical and environmental soil
investigation equipment for onshore and offshore applications. Specialists in CPT systems and equipment.
Gardline
Gardline Geosciences offers worldwide marine geotechnics, in-house consutancy and services with marine
investigations ranging from nearshore to full ocean depth (down to 3000m).
About the Author
Hans Brouwer studied civil engineering at Delft University in The Netherlands. He has
worked as a part-time lecturer at Amsterdam Polytechnic and was senior partner in a structural
engineering consultancy. He has written a standard textbook in Dutch about the design of
building foundations. He now lives in England where he writes technical textbooks in
English, hopefully to reach a bigger readership.
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Chapter 6
Instrumentation
Vibrating wire piezometer
VIBRATING WIRE PIEZOMETER 6.2 |
| The vibrating wire piezometer (Figure 48) consists of a vibrating wire pressure transducer and signal cable. It can be installed in a borehole, embedded in fill or suspended in a standpipe. Readings are obtained with a portable readout or a data logger. They are easy to read and very accurate. The response of the instrument to changes in pore pressure is good in all soils. As the measurement is obtained in terms of frequency it can be transmitted over long cable lengths and the readings can be readily automated. The instruments must be protected from electrical transients. Applications Typical applications are for monitoring:
- porewater pressures to determine safe rates of fill or excavation
- porewater pressures to determine slope stability
- effects of dewatering systems used for excavations
- effects of ground improvement systems (eg vertical and sand drains)
- pore pressures to check the performance of earth-fill dams and
embankments - pore pressures to check containment systems at landfills and tailings dams.
Installation Grout-in method The piezometer is lowered to the specified depth in the borehole. The borehole is then filled with a bentonite–cement grout. This method is particularly useful when multi-point measurements are required in a single borehole. Sand filter method The borehole is flushed with water and a sand filter is placed around the piezometer which is positioned at the specified depth. A bentonite plug is formed at the top of the sand filter. The remainder of the borehole is then filled with a bentonite–cement grout. Push-in method The push-in piezometer is generally pushed into soft, cohesive soil using CPT equipment. The piezometer must be monitored during installation to ensure that it is not over-pressured as it is pushed in. Operation The vibrating wire piezometer converts water pressure to a frequency signal via a diaphragm, a tensioned steel wire and an electromagnetic coil. The piezometer is designed so that a change in pressure on the diaphragm causes a change in tension of the wire. When excited by the electromagnetic coil, the wire vibrates at its natural frequency. The vibration of the wire in the proximity of the coil generates a frequency signal that is transmitted to the readout device. The readout device processes the signal, applies calibration factors, and displays a reading in the required engineering unit. |
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