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gnss settlement sensors
Selecting Kingmach gnss settlement sensors begins with the scale and shape of expected movement. A single embedded point, a hydrostatic comparison line, a wide-range profile, and a magnetic ring borehole answer different questions. JMDL-47XXAT covers 100 mm to 400 mm embedded settlement. JMDL-62XXADT and JMQJ-62XXADT provide 0.01 mm hydrostatic resolution for smaller vertical changes. JMYC-62XXAD covers 500 mm to 4000 mm with 0.1 mm resolution and 0.2%FS accuracy for larger movement. JMCJ-1003/1005 provides plus or minus 1 mm depth reading for magnetic ring settlement and water level checks. Selection should consider whether the structure will remain accessible, whether groundwater is part of the risk, whether automatic collection is required, and whether the reference point can remain stable for the full observation period. A short-range high-resolution instrument is not automatically better if the site may move beyond its travel. A large-range system is not always best if the project needs very small early warnings.
Application of gnss settlement sensors
Layered soil, slope, and embankment projects often need gnss settlement sensors that can separate underground compression from groundwater variation. Kingmach JMCJ-1003/1005 magnetic ring settlement water level gauge serves that role through a probe, reel, measuring tape, magnetic rings, and water-level detection. Magnetic rings are placed at selected depths, and the probe gives audible and visual indication when it reaches a ring. Water level is detected by conductivity when the probe contacts water. Published options include 30 m, 50 m, and 100 m depths, plus or minus 1 mm accuracy, a 9V battery, and a probe about 17 cm long with 3 cm diameter. This manual instrument is useful when the engineering question is not just total surface settlement, but which soil layer is compressing. Field crews can compare ring depth, groundwater depth, rainfall, fill placement, cracks, retaining wall movement, and excavation activity. The resulting profile helps identify whether deformation is shallow, deep, water-related, or linked to a particular construction stage.
The future of gnss settlement sensors
The future of gnss settlement sensors will also depend on better installation kits. Many settlement errors begin with field details: a tube is kinked, a plate is disturbed during compaction, a ring depth is recorded poorly, a cable exits at the wrong place, or a reference point is not protected. Future products can reduce these problems with clearer connectors, pre-labeled cables, stronger side-exit protection, better probe markings, and commissioning checklists. Kingmach JMDL-47XXAT already uses side-exit cable routing to avoid pavement compaction interference, and hydrostatic systems rely on clean tube installation. Better installation accessories will make the first baseline more trustworthy. In settlement monitoring, a clean start is often more useful than a later attempt to correct a poor record. The practical goal is to keep settlement data understandable after the original installation crew has left, so owners can compare old and new readings without reconstructing the field history from memory. The same record should remain readable for designers, contractors, owners, and maintenance teams, because settlement monitoring often continues long after the first construction report is finished.
Care & Maintenance of gnss settlement sensors
Manual-reading gnss settlement sensors should follow a repeatable procedure every visit. Use the same reference mark, reading direction, tape handling method, waiting time, and data sheet format. This is especially important for magnetic ring settlement gauges and borehole water level readings, where inconsistent field practice can create false changes. Record operator, weather, groundwater condition, borehole obstruction, battery condition, and any unusual sound or visual indication from the alert system. Do not round readings differently from one visit to the next. If manual data is later entered into software, keep the original field notes available for checking. Manual monitoring can be reliable over many years when the process is simple, dated, and boringly consistent. The goal is repeatability, not speed.
Kingmach gnss settlement sensors
Hydrostatic gnss settlement sensors are useful when several vertical movement points must be compared against a reference rather than read as isolated values. Kingmach JMDL-62XXADT and JMQJ-62XXADT use connected liquid paths and digital output to monitor vertical deformation in structures such as bridges, dams, tunnels, large buildings, and subgrades. The JMDL-62XXADT lists 50 mm, 100 mm, and 200 mm ranges with 0.01 mm resolution and RS485 output. The JMQJ-62XXADT micro range hydrostatic level sensor lists 50 mm and 100 mm ranges, 0.01 mm resolution, RS485 signal, and IP68 protection. These products are most useful when the tube route, reference point, cabinet, and baseline are documented clearly. If the reference is unstable, every curve downstream becomes harder to trust. A good point record also names the reference location, installation elevation, data channel, and maintenance access so later readings can be checked without guesswork. A good point record also names the reference location, installation elevation, data channel, and maintenance access so later readings can be checked without guesswork.
FAQ
Q: What does JMDL-47XXAT measure?
A: It measures in-situ subgrade settlement, embankment heave, foundation pit base uplift, tunnel bottom uplift, dyke compression, and pile foundation settlement.
Q: What ranges are listed for JMDL-47XXAT?
A: The listed ranges are 100 mm, 200 mm, 300 mm, and 400 mm, with 0.01 mm resolution on the 100 and 200 mm models and 0.1 mm on larger models.
Q: How is the gauge installed?
A: It uses a settlement plate, electrical displacement sensor, measuring rod, metal flexible conduit, anchor head, extension rod, and bottom anchor head.
Q: Can traffic operation continue during monitoring?
A: The side-exit cable routing is designed to avoid interference with pavement compaction and can support monitoring during traffic operation when installed correctly.
Q: What should be recorded during installation?
A: Record plate position, anchor depth, extension length, cable route, baseline, model, range, and construction stage.
Reviews
Andrew Lee
The visualization software is intuitive and powerful. It helps us analyze monitoring data efficiently.
Christopher Martinez
Very satisfied with the readouts & data loggers. User-friendly interface and supports multiple sensor inputs.
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