Design and installation of a combined automatic tensiometer‐piezometer system
M. G. Anderson, M. Kemp, David Lloyd, Arsalan Ahmed Othman
Abstract
M. G. Anderson, M. Kemp, David Lloyd, Arsalan Ahmed Othman
Abstract
Abstract Currently available systems for monitoring both negative and positive pore pressures have certain restrictions as to their use. A system design is described that seeks to overcome some of the potentially more restrictive elements insofar as site investigations in tropical slopes are concerned. In particular, the system uses an integrated approach to both pore pressure and ancillary (e.g. raingauge) monitoring. Initial trials of the instrumentation suggest its suitability for pore pressure recording where high temporal resolution is needed in both negative and positive pressures.
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Abstract Currently available systems for monitoring both negative and positive pore pressures have certain restrictions as to their use. A system design is described that seeks to overcome some of the potentially more restrictive elements insofar as site investigations in tropical slopes are concerned. In particular, the system uses an integrated approach to both pore pressure and ancillary (e.g. raingauge) monitoring. Initial trials of the instrumentation suggest its suitability for pore pressure recording where high temporal resolution is needed in both negative and positive pressures.
Key concepts: Piezometer, Tensiometer (surface tension), Instrumentation (computer programming), Pore water pressure, Environmental science, Remote sensing, Geology, Geotechnical engineering