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Oakland, USA
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HomeLaboratoryConsolidación edométrica (Oedometer)

Oedometer Consolidation Test in Oakland – Laboratory Analysis for Settlement Control

The oedometer frame sits on the lab bench with the dial gauge zeroed and the specimen inside the brass ring. We trim a Shelby tube sample of Oakland gray clay and set it under the loading yoke. Increments start at 0.25 kg/cm² and go up to 16 kg/cm², each step held for 24 hours. The data logger records every 0.001 mm of compression. This gives us the preconsolidation pressure, compression index, and coefficient of consolidation. Before we even load the frame, we check the sample's initial water content and run a density cone test on the field block to confirm unit weight. The entire sequence follows ASTM D2435-11 for incremental loading.

Illustrative image of Oedometer consolidation test in Oakland
Bay mud's compression index of 0.4 means a 10-foot fill will settle nearly 2 feet if not preloaded.

Approach and scope

Oakland sits on the Franciscan Complex but the flatlands have up to 30 m of soft Bay mud. That clay is highly compressible. We see virgin compression ratios of 0.3 to 0.6. The oedometer test captures how much a slab or footing will settle over time. We run at least three load-unload-reload cycles to distinguish elastic from plastic strain. For projects near Lake Merritt or the waterfront, we combine the oedometer data with a MASW vs30 survey to map the shear wave profile and correlate settlement with site class. In deeper fills we also use CPT soundings to confirm layer continuity. The lab report includes e-log-p curves and the Casagrande construction for σ'p.

Site-specific factors

A seven-story apartment building near Jack London Square was designed with mat foundation on Bay mud. The geotechnical report showed a preconsolidation pressure of 1.2 kg/cm². The design load was 2.0 kg/cm². Without the oedometer test, the engineer would have assumed elastic settlement of 50 mm. The test revealed secondary compression would add 120 mm over 30 years. The fix was surcharging and vertical drains. Skipping the consolidation test could have led to cracked slabs and tilted elevator shafts. That risk is real in Oakland's soft ground.

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Service video


Relevant standards

ASTM D2435-11 (Standard Test Method for One-Dimensional Consolidation Properties of Soils), ASTM D4186-18 (Standard Test Method for One-Dimensional Consolidation Properties of Soils Using Controlled-Strain Loading), IBC 2021 Chapter 18 (Soils and Foundations)

Related technical services


01

Incremental Loading Oedometer

Standard 24-hour load increments with up to 8 load steps. We report e-log-p curves, Cc, Cs, cv, and σ'p. Suitable for Bay mud and clay fills.

02

Constant Rate of Strain (CRS) Consolidation

Faster than incremental loading. We use ASTM D4186 for projects that need cv and permeability in 48 hours. Ideal for preload design in Oakland.

Typical parameters

ParameterTypical value
Preconsolidation pressure (σ'p)0.5 – 6.0 kg/cm²
Compression index (Cc)0.2 – 0.6
Coefficient of consolidation (cv)0.01 – 0.5 cm²/s
Swelling index (Cs)0.03 – 0.10
Test duration (single load increment)24 hours per load
Maximum vertical stress applied16 kg/cm²

FAQ


How long does an oedometer consolidation test take in Oakland?

A standard incremental loading test with 6 load steps takes 6 to 8 days. The constant rate of strain (CRS) method finishes in 48 hours. We can prioritize your sample if the schedule is tight.

What is the typical cost for an oedometer test in Oakland?

The price range is US$190 – US$420 per sample, depending on the number of load increments and whether you need rebound cycles. A full set of three samples with rebound runs around US$1,100.

Do you need undisturbed samples for the oedometer test?

Yes. We require thin-wall Shelby tube samples (3-inch or 2.5-inch diameter) or block samples. Disturbed samples give unreliable compression curves. We can arrange a field visit to supervise sampling.

Location and service area

We serve projects across Oakland.

Location and service area