Zone Load Testing (ZLT) of improved ground

A Zone Load Test (ZLT) loads a large footing or plate, typically several metres across, placed over a group of stone columns, rigid inclusions or other treatment points, so the test includes the improved soil between them and not only a single element. Load is applied in stages by kentledge or jacking against a reaction, and settlement is measured with time. Because the loaded area and stressed depth are closer to a real foundation, the result is a more representative check of the improved ground than a small plate test.

Zone load test: stacked kentledge blocks on a reaction beam over a large test footing, with gauges and a data logger
Zone Load Test set-up: kentledge, reaction beam and test footing.

When the test is used

Typically used for…

  • Verification of stone columns, rigid inclusions and vibro replacement.
  • Checking that a treated area meets the settlement criteria under foundation-scale load.
  • Calibrating design settlement predictions.
  • Important structures where small plate tests stress too shallow a depth.

Limitations

  • Large reaction loads are needed and the test is slow and costly, so only a few are performed.
  • The test is still smaller than most foundations and is interpreted with the design.
  • Long-term creep and consolidation are not fully captured in the test duration.
Project-dependent

The test type, number and locations are agreed with the consultant for each project.

How the test works

A reinforced concrete footing or large steel plate is placed on the treated ground over a group of treatment points, usually with a granular bedding layer. Kentledge blocks or a jacking system against a reaction frame apply the load in increments.

Settlement is read on the footing with dial gauges or transducers referenced to beams supported outside the zone of influence. Each load step is held until settlement stabilises, up to the test load, followed by unloading.

Zone Load Test over a group of columnsA large footing over several treatment points is loaded in stages against kentledge. Settlement is read against a reference beam outside the zone of influence, so the test includes the improved soil between the columns. Kentledge Jack + load cell Reference beam outside the zone of influence Group of treatment points Large test footing Deep stressed zone
Schematic, not to scale.

Test planning inputs

  • Design foundation pressure and settlement criteria.
  • Treatment layout and the points included under the footing.
  • Footing size and test load.
  • Reaction method and site access.
  • Loading and holding sequence.

Calibration and equipment checks

  1. Test procedure, load steps and stabilisation rules agreed before testing.
  2. Calibration of jack, load cell and gauges.
  3. Reaction capacity checked before loading.

Test execution controls

  • Load applied and held to the agreed steps.
  • Settlement readings at the agreed time intervals.
  • Reference beam supports outside the zone of influence.
  • Footing level and tilt monitored.
  • Weather protection of instruments.

Interpretation and reporting

The test plan, the raw record and the interpretation are kept separate, so it is always clear what was specified, what was measured and what it shows.

Test plan

What is specified

Test load and settlement acceptance criteria agreed with the consultant.

Test record

What was measured

Load-settlement and settlement-time curves.

Interpretation

What it shows

Comparison of measured with predicted settlement, in the test report.

Deliverables

  • Test procedure
  • Calibration certificates
  • Load and settlement records
  • Load-settlement and time curves
  • Interpretation report

Discuss the testing your project needs.

Share the project stage, the ground conditions and the specification or acceptance criteria.