CONSOLIDATION TESTS

Consolidation tests measure how soils compress and expel water when subjected to sustained loading. The results help predict how much and how quickly settlement will occur beneath structures or embankments. These tests are particularly important for fine-grained soils such as clays, where settlement may continue over long periods. Consolidation testing usually requires carefully handled intact samples to preserve soil structure and drainage conditions.

NOTE: An “[Exp]” prefix signifies the guidance, which is based on professional experience of practicing geotechnical engineers and GEOCompass creators.

'Baby' description:
baby-GC

“Measures how soil compresses and squeezes out water under load, used to predict settlement of clay.”

Applicability:

Cohesive.

The mean diameter of the largest particle should be less than 1/5 of the height of the ring.

Parameter Obtained:

Mv – coefficient of volume compressibility

Cv – Coefficient of consolidation

Sample Quality:

Undisturbed

Sample Size:

Ring size:

Diameter min 35mm

Height min 12mm

 

Usually 75mm dia and 20mm height.

Scheduling Guidance:
  1. Saturated or near-saturated samples.
  2. Method concerned mainly with the primary consolidation, but can be used for secondary.
  3. Applied initial pressure for Soft and Very Soft soil recommended as 25kPa (Soft) and 6kPa or 12kpa (Very Soft). Use Vertical Effective Stress for Firm/Stiff soils.
  4. In certain very compressible soils, such as organic clays and silts and peat, the coefficient of secondary compression (Cα) can be obtained by extending the duration of loading at each stage.
  5. [Exp] Load sequences and initial test pressures are suggested in BS 1377-5 Table 1 and Cl. 3.5.1 respectively.  It is best to err on the side of caution with the initial test pressure, and go lower than suggested by the guide.

  6. [Exp] Advisable to schedule Atterberg Limits alongside the tests (on same U100 sample)

  7. [Exp] Advisable to schedule some particle density alongside (on same U100 sample) for organic soils to ensure that a sensible void ratio-log pressure curve is obtained

Scheduling Guidance:

BS 1377-5 1990

BS EN ISO 17892-5

Scroll to Top