How to measure in-situ modulus in confined spaces and get immediate repeatable results
One of the methods for measuring dynamic modulus on site and getting repeatable results immediately is using the Light Weight Deflectometer (LWD). By measuring the modulus value, the Light Weight Deflectometer (LWD) provides the direct link between the design specification (modulus value) and the actual site condition (modulus value).
Getting immediate repeatable results means that on-site decisions can be made straight away. The Light Weight Deflectometer can be used in confined spaces and difficult to access locations, like in trenches, with no support equipment required.
Site characterisation is unarguably the most important, but also most difficult, component of geo-engineering. The ZFG 3000 Light Weight Deflectometer (LWD) with GPS is used for compaction control on sub-grades by measuring the stiffness (modulus) directly in the field, according to ASTM E2835-11 (2015). This equipment is designed to improve the quality of site characterisation and reduce the difficulties involved.
Measuring the level of compaction or bearing capacity of the formation, sub-grade, sub-base and unbound layers and being able to get results immediately to make decisions is very important. The LWD enables you to do this in applications that include road and rail construction, airport runways, taxiways, aprons and parking areas, landfills sites, freight terminals, tank farms, wind farms, temporary pads for mobile crane outriggers or piling rigs, dams, embankments, building and temporary structure foundations, pipe & cable laying, electricity pylons and others.
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We purchased a PANDA 2 machine after using one from another laboratory. The information obtained has saved money on numerous jobs. It is reasonably priced and the after-market service has been great. Highly recommend using Insitutek.
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The AGS Queensland Annual Symposium was held on 29 Nov 2022 in Brisbane. Our exhibition stand was manned by Robin Power who had conversations with many of the 160 attendees. Recent advance in geotechnical engineering, engineering geology, and testing was the theme for the Australian Geomechanics Society (AGS) Queensland Chapter Symposium. The program included:
Engineers appear to be fixated on soil bearing capacity as the fundamental soil parameter for foundation design worldwide, with the assumption that the footing will behave as a rigid body. This assumption is usually not applicable for large and multi-column foundations, and in such conditions, engineers prefer flexible analysis using numerous available software. These computer […]