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Anchorage, USA
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HomeIn-Situ TestingMuestreo inalterado (tubo Shelby)

Undisturbed Sampling (Shelby Tube) in Anchorage

Many construction teams in Anchorage assume that a standard SPT split-spoon sample gives them all the soil data they need. That works for density estimates, but it fails when you require precise shear strength, consolidation behavior, or modulus values — especially in the Bootlegger Cove Formation clays that underlie large parts of the city. Undisturbed sampling resolves that gap. A thin-walled Shelby tube is pushed hydraulically into the ground to recover a soil specimen with minimal stress relief and no remolding. The result is a sample that retains its natural fabric, moisture content, and structure. In Anchorage, where seismic site response and liquefaction potential are critical design factors, this type of sampling is not optional. It is the difference between modeled assumptions and measured behavior. Before committing to foundation design, teams often pair Shelby tube recovery with a georradar survey to map subsurface anomalies, and with consolidation testing to evaluate long-term settlement under structural loads.

Illustrative image of Muestreo inalterado in Anchorage
A Shelby tube sample retains the natural fabric, moisture, and stress history that a split-spoon cannot preserve — critical for Anchorage's sensitive clays.

Methodology and scope

A typical project in Anchorage involves a mid-rise building on the Hillside or a commercial slab near the Ship Creek valley. For those sites, undisturbed sampling follows a strict protocol. A clean, sharp Shelby tube — 3 inches in diameter — is advanced at a steady penetration rate of 10 to 30 cm per minute, without rotation. The tube is then carefully extracted, sealed at both ends with wax and plastic caps, and transported vertically to avoid disturbance. Back in the lab, the sample is extruded directly into triaxial cells or oedometers. The procedure captures the in-situ void ratio and stress history, which is essential for evaluating settlements in the compressible clays of Turnagain Arm. In parallel, the same project often requires a soil infiltration test to design drainage systems around the foundation perimeter. The entire chain — field extraction, transport, extrusion, and testing — must follow ASTM D1587 to preserve the sample quality.

Local considerations

Anchorage sits at 61°N latitude, where permafrost and seasonal freezing shape the ground behavior. The city recorded a magnitude 9.2 earthquake in 1964 — the second largest ever measured — and the Bootlegger Cove clay that failed catastrophically during that event is still present across large residential zones. Undisturbed sampling is the only reliable method to evaluate the residual strength, sensitivity, and cyclic behavior of that clay. If the sample is disturbed, the measured undrained shear strength can be 30% to 50% lower than reality, leading to over-conservative foundations or, worse, an unsafe design. In a city with active faults and thaw-unstable soils, cutting corners on sample quality is a structural risk.

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Applicable standards

ASTM D1587 — Standard Practice for Thin-Walled Tube Sampling of Fine-Grained Soils, ASTM D4220 — Standard Practices for Preserving and Transporting Soil Samples, ASTM D4767 — Standard Test Method for Consolidated Undrained Triaxial Compression Test on Cohesive Soils, ASTM D2435 — Standard Test Methods for One-Dimensional Consolidation Properties of Soils

Associated technical services

01

Shelby Tube Field Sampling

Hydraulic push extraction using 3-inch thin-walled tubes, with sealed wax ends and temperature-controlled transport to the lab. Suitable for soft clays, silts, and sensitive permafrost soils.

02

Lab Extrusion & Specimen Preparation

Careful trimming and extrusion in a humidity-controlled room. Specimens prepared for triaxial, oedometer, or direct shear testing with minimal disturbance.

03

Geotechnical Testing Suite

Consolidation (oedometer), unconsolidated undrained triaxial, and consolidated undrained triaxial tests on undisturbed samples. Results delivered with full stress-strain curves and settlement analysis.

Typical parameters

ParameterTypical value
Tube diameter3 in (76 mm) standard; 2 in (50 mm) for hard soils
Penetration rate10–30 cm/min, continuous without rotation
Recovery ratio≥ 95% for intact samples
Maximum sample length0.6–0.9 m per push
Storage temperature4 ± 2°C for moisture retention
Transport orientationVertical, cushioned container

Frequently asked questions

How is undisturbed sampling different from standard SPT sampling?

SPT uses a split-spoon driven by a drop hammer, which remolds the soil and alters its natural structure. Shelby tube sampling pushes a thin-walled tube hydraulically, recovering a specimen that retains the original void ratio, fabric, and moisture content. This is essential for Anchorage's sensitive clays where strength parameters must be measured accurately.

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

The cost for undisturbed sampling with Shelby tubes in Anchorage typically ranges between US$360 and US$1,060 per sample point, depending on depth, soil conditions, and the number of laboratory tests required. Volume discounts often apply for multi-point projects.

How deep can Shelby tubes reach in Anchorage soils?

In soft clays and silts common in the Turnagain and Bootlegger Cove formations, Shelby tubes can achieve depths of 15 to 25 meters using hydraulic push rigs. In gravelly or frozen layers, the tube may bind, and pre-drilling or alternative methods like pit sampling become necessary.

What laboratory tests can be performed on undisturbed samples?

Undisturbed samples are suitable for consolidated undrained triaxial (ASTM D4767), unconsolidated undrained triaxial (ASTM D2850), one-dimensional consolidation (ASTM D2435), and direct shear tests. These tests provide design parameters for settlement, slope stability, and seismic response analysis in Anchorage.

Can Shelby tube sampling be done in frozen ground?

Yes, but with modifications. In permafrost zones, the tube must be pre-cooled and advanced slowly to avoid melting the ice lenses. The recovered core is kept frozen during transport and tested in a cold-room environment. This is particularly relevant for projects along the Glenn Highway corridor where thaw-unstable soils are common.

Explanatory video

Location and service area

We serve projects across Anchorage and its metropolitan area.

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