Ground screw vs concrete base for large scale solar farms

Jun 01, 2026

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                                 Engineering Analysis: Foundation Selection for Large-Scale Photovoltaics
   Ground-mounted photovoltaic systems utilize either driven solar ground screw foundations or cast-in-place concrete footings to manage axial compression and lateral shear loads. For utility-scale projects, ground screws achieve a mechanical installation cycle of 5–10 minutes per unit, significantly reducing labor overhead compared to the 24–48 hour curing period required for concrete. Selection must be based on soil classification (ASTM D2487), shear strength parameters, and site-specific corrosive potential as defined by ISO 12944.
                                        Comparative Structural Performance and Procurement Cost Analysis
   The choice between ground screws and concrete bases alters the project's BoP (Balance of Plant) costs. While concrete provides high dead weight for uplift resistance, its installation requires heavy logistics for concrete mixing trucks and excavation equipment. Solar ground screws utilize high-yield strength steel (Q235/Q355) with hot-dip galvanization ($\ge$80μm thickness) to ensure longevity in aggressive soil environments.
Q235B Solar Ground Pole Screw

Metric Solar Ground Screw Concrete Base
Installation Time 5–10 minutes 24–48 hours (curing)
Soil Requirements Cohesive/Non-cohesive Wide applicability
Corrosion Protection Hot-dip galvanized ($\ge$80μm) N/A (Reinforced concrete)
Excavation None Required
Environmental Impact Minimal disturbance High disturbance

info-2732-1534

                                                             Geotechnical Suitability and Load-Bearing Optimization
   Ground screw foundations are subject to pull-out and lateral load tests in compliance with AS/NZS 1170.2 standards. In high-wind scenarios (wind loads >60m/s), the geometry of the screw thread must be matched to the soil friction angle ($\phi$) and cohesion (c). Conversely, concrete bases are preferred in rocky or extremely loose, non-cohesive soil strata where screw penetration is physically obstructed by bedrock or insufficient friction density.
    When the soil pH is between 5 and 9, standard galvanized steel is sufficient. However, for sites with high chloride or sulfate content, supplementary protection or stainless steel (SUS304) components are required to meet the 25-year design life expectancy.
Different Type of Ground Solar Mounting System
Custom Length Hot Dip Galvanized Solar Ground Screw Pile

                                                               Environmental and Operational Advantages of Pile-Driving
   
The use of a pile-driving solar system eliminates the need for large-scale earthmoving, reducing the site's carbon footprint and water runoff management requirements. Unlike concrete, which occupies significant site volume, steel screws allow for native vegetation recovery post-installation. From a lifecycle perspective, the ability to remove and recycle steel components at the end of the 25-year service period aligns with circular economy standards better than non-recyclable demolished concrete.

Frequently Asked Questions
 
 

What is the pull-out capacity of Bristar solar ground screws?

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Our standard screws are engineered to withstand axial pull-out loads ranging from 15kN to 40kN, depending on soil class and embedded depth. Exact values are determined via on-site load testing to ensure compliance with local engineering codes.

How does Bristar manage the MOQ for wholesale solar structures?

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As a direct manufacturer, we support flexible volume requirements. For standard catalog models, we accommodate smaller batches, while customized pile-driving systems for large utility-scale projects follow optimized production runs to minimize unit costs.

Are ground screws suitable for highly corrosive soil conditions?

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Yes. We apply a hot-dip galvanization process with a minimum coating thickness of 80μm. For sites with extreme salinity or acidity, we provide specialized coatings or heavy-duty steel specifications to ensure the structure maintains its yield strength for the intended 25-year service life.