Enter point settlements and distances for instant checks. See max differences, slopes, and warnings fast. Export CSV or PDF for site records anytime easily.
| Point | Chainage (m) | Settlement (mm) |
|---|---|---|
| P1 | 0.0 | 8 |
| P2 | 6.0 | 14 |
| P3 | 12.0 | 10 |
| P4 | 18.0 | 16 |
Differential movement can be more damaging than total settlement because it introduces curvature, cracking, and misalignment in slabs, masonry, cladding, and rigid services. Quick screening with measured or predicted settlements highlights where local distortion concentrates and where jointing, detailing, or ground improvement may be required. For long elements, checking adjacent points helps detect abrupt steps that trigger brittle finishes and water ingress. Coordinate findings with geotechnical, structural, and site teams early.
Use stable benchmarks, calibrated instruments, and repeatable survey procedures. Measure distances along the same reference line, record chainage in meters, and keep settlement sign conventions consistent across all points. If readings vary, average repeat passes, review instrument setup, and compare trends over time rather than single snapshots. Flag points affected by temporary construction loads, dewatering, or nearby excavation.
The calculator converts settlement differences and spacing into a dimensionless distortion value, then expresses it as 1/x for easy comparison with project criteria. If a segment exceeds the selected limit, treat the result as a trigger for engineering review, not an automatic failure. Consider foundation stiffness, soil variability, joint locations, and whether finishes can tolerate movement without distress.
High differentials may justify wider movement joints, flexible connections for pipes and ducts, stepped footings, or targeted ground treatment. During troubleshooting, the worst segment guides focused investigations such as boreholes, plate load checks, or geophysical scans. Pair the numerical output with crack mapping, level surveys, and serviceability observations to confirm whether the structure is stabilizing or continuing to move.
Good documentation improves decisions and reduces disputes. Save the point table, allowable limit, date, and measurement method. Include sketches showing point locations and benchmark references, plus photos of any cracks or service issues. Use the exported CSV for spreadsheets and trending, and the PDF for site files. When comparing periods, keep the same chainage system so differences reflect movement, not re‑labelling.
It is the difference in vertical movement between two points on a foundation or slab. This difference drives cracking and serviceability issues more than the overall settlement magnitude.
Spacing is required to compute angular distortion. Distortion relates the settlement difference to the separation along the structural element, allowing consistent comparison across segments.
Use the limit specified in your project documents or geotechnical recommendations. When unsure, select a conservative value and have a qualified engineer confirm suitability for the structure type.
Yes, but keep the sign convention consistent for every point. The calculator uses absolute differences for checks, so inconsistent signs can hide true movement patterns.
Not by itself. It indicates the selected limit is exceeded in at least one segment. Review construction stages, soil conditions, joints, and monitoring trends before deciding on actions.
Attach the CSV to calculation sheets and store the PDF in inspection records. Include the measurement date, instrument details, and point locations so future comparisons remain traceable.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.