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Rockhampton, Australia
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Undisturbed Sampling (Shelby Tube) in Rockhampton

The humid subtropical climate of Rockhampton, with summer rainfall exceeding 1,100 mm annually, saturates the region's alluvial and residual soils to depths where undisturbed sampling via Shelby tube becomes essential for preserving the true in-situ structure. Unlike bulk sampling that disturbs particle arrangement, this method extracts thin-walled tube specimens critical for measuring consolidation parameters and shear strength under AS 1726. Before mobilizing equipment, practitioners often cross-reference borehole logs with a MASW Vs30 survey to map stiffness contrasts across the Fitzroy River floodplain, ensuring Shelby tube intervals target the most representative strata for foundation design.

Illustrative image of Undisturbed sampling (Shelby tube) in Rockhampton
Shelby tube sampling preserves the in-situ void ratio and cementation bonds that bulk samples destroy, enabling reliable consolidation tests.

Scope of work

Distinct soil behavior emerges when comparing the soft estuarine clays near the city's port with the stiff residual profiles underlying the Berserker Range foothills. For undisturbed sampling, the Shelby tube must be advanced at a controlled rate of 10–15 mm/s to minimize friction and preserve the natural fabric, a procedure validated by AS 4678 for retaining structures. The recovered cores, typically 50 to 76 mm in diameter, undergo trimming for oedometer tests and triaxial compression under undrained conditions. Key parameters derived from these samples include pre-consolidation pressure, compression index, and sensitivity ratio, all of which guide decisions on shallow foundations versus deep piling in Rockhampton's variable geology.

Area-specific notes

AS 1726:2017 mandates that undisturbed samples must retain a recovery ratio above 95 % to be considered valid for strength testing, a requirement that becomes particularly stringent in Rockhampton's expansive soils prone to shrinkage cracking. Partial saturation changes during extraction can alter the effective stress state, leading to conservative settlement predictions if the sample is damaged. Experienced operators monitor the borehole fluid level continuously, because a sudden drop indicates hydrostatic imbalance that may cause the tube to collapse the specimen's fabric before it reaches the surface.

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Standards used


AS 1726:2017 – Geotechnical site investigations, AS 4678:2002 – Earth-retaining structures, AS 1289.6.0 – Thin-walled tube sampling of soils, ISO 17025 – Laboratory accreditation requirements

Linked services

01

Standard Shelby Tube Sampling (50 mm)

Suited for soft to firm clays and silts, the 50 mm thin-walled sampler minimizes disturbance during penetration. Each tube is sealed with paraffin wax immediately after retrieval to maintain natural moisture content, then transported in padded cases to our NATA-accredited lab for oedometer and triaxial testing.

02

Large-Diameter Shelby Tube Sampling (76 mm)

For sensitive or varved clays where larger specimens are needed, the 76 mm sampler provides sufficient material for multiple consolidation stages on the same horizon. This approach reduces the number of boreholes required while increasing statistical confidence in compressibility parameters for embankment design.

Typical parameters


ParameterTypical value
Tube diameter50 mm (2 in) or 76 mm (3 in)
Penetration rate10–15 mm/s without rotation
Maximum depth typical15–20 m in cohesive soils
Sample recovery ratio≥ 95 % preferred per AS 1726
Storage temperature4–10 °C to prevent moisture loss
Transport time to lab< 24 hours for sensitive clays

FAQ

How does undisturbed sampling differ from split-spoon (SPT) sampling?

SPT sampling uses a split spoon driven by a 63.5 kg hammer, which severely disturbs the soil fabric and is only suitable for index properties and N-values. Undisturbed sampling with a Shelby tube advances a thin-walled tube hydraulically at constant rate, preserving the in-situ void ratio, cementation, and stress history needed for advanced laboratory tests like oedometer and triaxial.

What is the typical cost range for Shelby tube sampling in Rockhampton?

The cost for undisturbed sampling in the Rockhampton area typically ranges from AU$700 to AU$1,730 per sample, depending on depth, tube diameter, and whether the sample requires same-day transport to a laboratory. Additional charges apply for consolidation or triaxial testing on the recovered core.

Which soil types are ideal for Shelby tube sampling?

Shelby tubes work best in cohesive soils such as clays, silts, and some organic deposits with undrained shear strengths between 20 and 150 kPa. Sands and gravels cannot hold a cohesive structure and will drain or collapse during extraction; for those materials, SPT or undisturbed block sampling via test pit is more appropriate.

How quickly should a Shelby tube sample be tested after extraction?

Testing should begin within 24 to 48 hours of extraction to minimize moisture loss and structural relaxation. Tubes must be stored upright in a cool, damp environment (4–10 °C) and sealed with wax or plastic caps. Delays beyond 72 hours can cause shrinkage cracks or drying that invalidate consolidation results.

Can Shelby tube sampling be performed in Rockhampton's black soil (cracking clay) zones?

Yes, but extra care is required. Black soils (Vertosols) develop deep desiccation cracks during dry seasons, making tube advancement difficult and recovery ratios low. The best window for sampling is during or immediately after the wet season (February–April) when the clay is plastic enough to seal around the tube, yielding recovery ratios above 90 %.

Location and service area

We serve projects across Rockhampton.

Location and service area