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Integrated GNSS
For reinforced soil and geogrid work, Kingmach Integrated GNSS include the JMDL-24XXAT Smart Flexible Displacement Meter. This product is built around patented inductive flux frequency modulation technology and is designed for deformation or strain monitoring in geogrid materials used in reinforced soil and pile-net subgrade foundations. The measuring rod extension is flexible, so it can deform with the geogrid while both ends are clamped by mounting brackets for reliable strain transfer. Listed ranges are 30 mm and 50 mm, with 0.01 mm sensitivity and 0.5%FS accuracy. The non-contact measurement layout keeps the measuring rod and internal coil independent, reducing damage risk during installation and service. A 20-point curve fitting process supports nonlinear correction and accurate displacement output. Kingmach lists a designed service life of up to 30 years for this product, which fits long-term railway, roadbed, slope, and foundation monitoring where buried materials cannot be visually inspected after construction. For this model, the installation record should focus on geogrid layer position, bracket clamping force, fill sequence, compaction stage, cable exit route, and the first stable value after backfilling. Those details are different from crack monitoring because the sensor is working with buried reinforcement deformation rather than an exposed joint. During later review, the curve should be checked with settlement, traffic loading, rainfall, and earthwork records so engineers can understand how the reinforced soil body is behaving.
Application of Integrated GNSS
In integrated structural health monitoring, Integrated GNSS act as the movement layer inside a wider measurement network. Their role is to show where a point has shifted, how fast the shift is developing, and whether the change agrees with other instruments. Kingmach displacement products can feed digital records into acquisition units and monitoring platforms, while related Kingmach product groups provide strain, load, settlement, tilt, vibration, pore pressure, water level, rainfall, data logging, cables, and software. A practical system may use JMDL-52XXADT meters for precise joint travel, JMDL-31XXAT meters for rock layers, JMDL-24XXAT meters for buried geogrid deformation, and JMLS-22XXADT sensors for longer cable travel. The data chain should define point names, units, zero values, sampling intervals, warning grades, and inspection actions before alarms are enabled. This prevents a displacement curve from becoming an isolated chart. Instead, the reading can be checked beside force, strain, settlement, temperature, rainfall, and construction records, giving engineers a clearer basis for maintenance and warning review. During commissioning, each curve should be verified against the physical point so later reports can be trusted by site teams, designers, and owners. The same record should also note cabinet number, logger channel, cable tag, power supply, and communication route, because many long-term data problems begin outside the sensor body.
The future of Integrated GNSS
Wireless and low-power networks will change how Integrated GNSS are deployed on difficult sites. Many displacement points are located on slopes, dam shoulders, tunnel portals, remote rail subgrades, or temporary construction zones where cabling is expensive and easy to damage. Kingmach displacement products already support automatic acquisition in several forms, and future field layouts can combine wired RS485 points, LoRa or 4G gateways, solar power, and compact edge devices. The engineering task will be to preserve reliable baselines while reducing field maintenance. Sensors with built-in memory and stored calibration data help because the point can retain key identity information even when a gateway is replaced. Remote power planning, connector sealing, lightning protection, and clear channel naming will become as important as the sensor range itself. For remote terrain, the biggest gain will be fewer unnecessary site visits: teams can review battery status, data gaps, and movement direction before sending technicians into a hazardous or hard-to-access location.
Care & Maintenance of Integrated GNSS
For differential Integrated GNSS, maintenance should preserve the geometry that makes high precision possible. Kingmach JMDL-52XXADT uses two coupled inductive coils to reduce environmental interference and thermal drift. The product lists 20 mm, 50 mm, and 100 mm ranges, 0.01 mm resolution, plus or minus 0.1%FS accuracy, RS485 output, low power consumption, and -40 degrees Celsius to +80 degrees Celsius operating temperature. During installation, align the measuring rod so it moves freely without side load or rubbing. Protect the device from impact at expansion joints and from water pooling around connectors. During service, compare readings across temperature cycles and confirm that movement returns as expected when the structure cools or unloads. A persistent offset may indicate structural change, bracket movement, or cable trouble. Keep yearly stability checks and calibration records with the monitoring database, not only in paper files. Keep the installation photo, point number, zero value, and expected movement direction with the commissioning record for later review. If a reading changes after maintenance work, inspect the base, anchor, cable, and cabinet before assuming the structure itself has moved.
Kingmach Integrated GNSS
Integrated GNSS are often the quiet part of a monitoring system, but they decide whether deformation is understood as a trend or discovered as damage. Kingmach displacement products can be placed at expansion joints, cracks, foundation pits, slope faces, tunnel surrounding rock, dam bedrock, railway subgrades, high-formwork supports, and equipment stroke positions. Many models support digital transmission, anti-interference performance, waterproof sealing, and connection to automatic acquisition systems. The JMDL-21XXAT general-purpose meter records relative displacement and expansion joint movement with 50 mm or 100 mm ranges and 0.01 mm resolution. The JMDL-31XXAT multipoint meter can be installed by drilling and grouting, with anchor heads at different depths. When readings are reviewed with settlement, tilt, rainfall, pore pressure, or construction logs, engineers can see whether movement is seasonal, load-related, excavation-driven, or moving toward a control limit. The point should be named on the drawing, linked with its cable route, and checked against the expected movement direction before the first automatic reading is accepted. For daily review, the reading should be compared with nearby points, recent weather, site operations, and any loading event that could explain the movement.
FAQ
Q: Which Integrated GNSS are used for rock layers or bedrock?
A: JMDL-31XXAT multipoint meters are used for different surrounding rock layers, while JMDL-32XXAT single-point bedrock meters are used for tunnel rock mass, dam bedrock, slope, or foundation pit movement.
Q: How many points can the multipoint meter support?
A: The multipoint installation kit supports three to five monitoring points, with anchor heads fixed at different depths by drilling and grouting.
Q: What ranges are listed for these models?
A: Both JMDL-31XXAT and JMDL-32XXAT list 50 mm, 100 mm, and 200 mm models with 0.01 mm resolution.
Q: Why monitor several depths?
A: Different layers may move differently. Separating shallow and deep movement helps engineers judge whether the problem is surface creep, deeper rock slip, or overall mass movement.
Q: What records should be kept?
A: Keep drilling depth, anchor location, grouting date, channel name, zero value, cable route, and first stable reading.
Reviews
Andrew Lee
The visualization software is intuitive and powerful. It helps us analyze monitoring data efficiently.
David Wilson
We purchased displacement transducers and settlement sensors, and the quality exceeded our expectations. Easy installation and reliable performance.
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