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Vibrocompaction Design for Soil Improvement in Pomona

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When a depth vibrator rig mobilizes to a site in Pomona, it is not just the 130-foot mast and the eccentric weight assembly that matters—it is the design behind the probe spacing and the energy input. The city sits on the Pomona Basin, a section of the San Gabriel Valley filled with Pleistocene alluvium and recent channel deposits from San Antonio Creek. These soils, often loose sands and silty sands with SPT blow counts below 10 in the upper 30 feet, need more than a standard grid. Our team builds the vibrocompaction design around the fines content, target relative density, and the groundwater table depth—which in parts of Pomona can be as shallow as 15 feet during wet years. We specify the vibrator frequency, the hold time at each depth interval, and the amperage draw that confirms the sand grains have rearranged into a denser state, reducing the void ratio and increasing the friction angle enough to support spread footings or slab-on-grade without excessive post-liquefaction settlement.

Proper vibrocompaction in alluvial sands can lift the relative density from 35 percent to over 75 percent, cutting potential seismic settlement by more than half.

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Our approach and scope

The most common mistake we see in Pomona is assuming that a single probe spacing works for the entire site when the alluvial stratigraphy changes every 200 feet. A contractor might run a 10-by-10-foot triangular grid across a lot, but if the western half has 18 percent fines and the eastern half has 6 percent, the same energy input will produce wildly different improvement. In the silty zones, the pore pressure cannot dissipate fast enough, and the vibrator just remolds the soil without densifying it. That is why our design process starts with a detailed review of the grain size distribution and the sondaje SPT logs from the geotechnical investigation. We look at the coefficient of uniformity and the percent passing the No. 200 sieve to decide whether a top-feed or bottom-feed system is appropriate, and we adjust the grid to an offset pattern when the site borders existing structures to avoid vibration damage. For deeper liquefiable layers below 35 feet, we often recommend supplementing the vibrocompaction with columnas de grava along the perimeter to provide drainage and additional stiffness.
Vibrocompaction Design for Soil Improvement in Pomona
Technical reference — Pomona

Local geotechnical context

Pomona's urban fabric expanded rapidly after the 1950s, when orchards and walnut groves gave way to residential subdivisions and light industrial parks. Much of that construction predates modern seismic codes, and the 1990 Upland earthquake—centered just 10 miles away—produced peak ground accelerations near 0.18g in parts of the city, enough to trigger localized sand boils in the loosest alluvial pockets. Today, the combination of ASCE 7-22 seismic design requirements and the California Geological Survey's liquefaction hazard maps means that any new essential facility or three-story structure on Site Class D or E soils needs a vibrocompaction design that explicitly addresses post-liquefaction volumetric strain. We calculate the settlement under the design earthquake using the simplified procedure from Seed and Idriss, calibrated with the corrected SPT blow counts from the CPT test data when available, because the continuous tip resistance and sleeve friction profiles give us a much finer resolution on the critical layers that a standard split-spoon sample might miss.

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Relevant standards

ASCE 7-22 (Minimum Design Loads and Associated Criteria for Buildings and Other Structures), IBC 2024 (International Building Code, Chapter 18 Soils and Foundations), ASTM D1586 (Standard Test Method for Standard Penetration Test), ASTM D2487 (Standard Practice for Classification of Soils for Engineering Purposes), Caltrans Standard Specifications Section 19 (Earthwork) and Section 39 (Ground Improvement)

Typical values

ParameterTypical value
Typical design grid6 to 12 ft triangular (spacing adjusted for fines content)
Vibrator power range130 to 180 kW electric or hydraulic
Target relative density≥ 70% (Dr) or N1,60cs ≥ 25 blows/ft
Depth of improvementUp to 45 ft below grade (single-stage)
Compaction verificationPre- and post-treatment CPT/SPT with 28-day rest period
Groundwater considerationMinimum 3 ft below working platform for top-feed
Applicable soil typesSands with fines content < 15% (top-feed); < 5% (bottom-feed)
Quality control parameterAmperage draw, probe penetration rate, hold time per stage

Common questions

How much does a vibrocompaction design for a Pomona site typically cost?

The engineering design package, including the liquefaction analysis, the compaction grid layout, and the post-treatment verification protocol, ranges from US$1,540 to US$4,980 depending on the site size, the depth of the liquefiable layer, and the number of CPT or SPT soundings that need to be correlated. This covers the stamped report and the field QC supervision.

What soil conditions in Pomona make vibrocompaction the right choice over stone columns or deep dynamic compaction?

Vibrocompaction works best in the clean to slightly silty sands that dominate the upper alluvial deposits of the Pomona Basin. When the fines content stays below 15 percent and the groundwater table is within 15 to 20 feet of the surface, the vibrator can rearrange the sand skeleton efficiently. Stone columns become the better option when the fines exceed 15 percent or when the soil needs both densification and drainage reinforcement. Deep dynamic compaction is generally too disruptive for the tight lot sizes and proximity to existing homes common in central Pomona.

How do you verify that the vibrocompaction actually improved the soil?

We compare pre-treatment and post-treatment in-situ test data—usually CPT tip resistance and sleeve friction, or SPT blow counts—after a rest period of at least two weeks to allow excess pore pressures to dissipate. The acceptance criterion is typically a minimum corrected blow count of 25 or a relative density above 70 percent across the treated zone. We also run grain-size checks on post-treatment samples to confirm that the fines have not migrated and created weak lenses.

Can vibrocompaction be used right next to existing buildings in downtown Pomona?

Yes, but the design must include a vibration attenuation plan. We reduce the probe spacing near the property line, use lower energy settings during the initial passes, and install vibration monitors on the adjacent building foundation. The peak particle velocity is kept below 0.5 inches per second for older unreinforced masonry structures, which are common along Holt Avenue and the historic downtown core.

What is the difference between top-feed and bottom-feed vibrocompaction, and which one applies to Pomona soils?

Top-feed vibrators rely on the sand collapsing around the probe from the surface, which works well when the groundwater is at least three feet below the working platform and the sand is clean. Bottom-feed vibrators inject sand through the tip, which is necessary when the fines content is very low and the hole collapses too quickly, or when the groundwater is at the surface. In Pomona, we specify top-feed for most sites along the higher terraces east of the 71 Freeway, and switch to bottom-feed for the lower basin areas near the Fairplex where the water table sits high.

Location and service area

We serve projects in Pomona and surrounding areas.

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