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  6. Ground reinforcement work for logistics warehouse construction | Cross Wing Column Method

Ground reinforcement work for logistics warehouse construction | Cross Wing Column Method

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Cross Swing Column Method

last updated:Sep 07, 2026

ジオテック
ジオテック
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We support logistics warehouses designed for heavy loads with high-precision ground reinforcement that has obtained GBRC performance certification.

In the construction of logistics warehouses, a strong foundation capable of withstanding heavy loads and frequent transportation is essential. In particular, the installation of large warehouses, high-rise racks, and the movement of forklifts continuously exert pressure on the ground. Ground subsidence and differential settlement can lead to serious issues such as reduced safety of the building, damage to stored goods, and operational shutdowns. Therefore, reliable ground reinforcement in the initial stages contributes to long-term stable operation and business continuity. The Cross-Wing Column Method is a high-precision deep mixing treatment method that has obtained GBRC performance certification, achieving stable ground improvement regardless of soil type, and strongly supports the construction of logistics warehouses that handle heavy loads. 【Usage Scenarios】 - New construction of large logistics warehouses - Warehouses planned for high-rise rack installation - Facilities where heavy goods are frequently loaded and unloaded - Construction in areas where ground subsidence risk is a concern 【Benefits of Implementation】 - Construction of a strong foundation capable of withstanding loads from heavy goods - Realization of long-term stable operation of buildings - Reduction of subsidence and differential settlement risks - Improvement of safe warehouse operations and business continuity

    Other civil engineering worksResidential foundationsRenovation and repair methods
クロスウィングコラム工法1.png

Ground reinforcement work for logistics warehouse construction | Cross Wing Column Method

クロスウィングコラム工法1.png
クロスウィングコラム工法1.png
  • Related Link - https://www.jiban.co.jp/service/kouji/cwc/index.ht…
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【Features】 - A highly reliable construction method that has obtained GBRC performance certification (Building Technology Performance Certification). - Achieves stable mixing performance with minimal variation, less affected by soil conditions. - High quality has been demonstrated with a coefficient of variation of 25% or less for sandy soil, clayey soil, and loam. - The quality control surcharge coefficient is small, which helps to suppress excessive material usage. - By adopting "Inspection Method A" as a principle, rigorous quality inspections can be conducted at minimal cost. 【Our Strengths】 Geotech provides "Total Ground Services," offering one-stop solutions for all ground-related needs, from ground surveys to ground reinforcement design and construction, as well as settlement correction work for existing buildings. With extensive experience and proven technology, we support our clients' projects and create the future of cities from the ground up.

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Applications/Examples of results

It is suitable for sandy soil, clayey soil, and loam as applicable ground, making it ideal for ground reinforcement measures for a wide variety of structures such as buildings, retaining walls, and other constructions. It is also widely applicable to small-scale buildings that meet all conditions, including mid-rise buildings, iron towers, various structures, and those with three stories or fewer above ground, a maximum height of 13 meters, a eaves height of 9 meters or less, and a total floor area of 500 m² or less, as well as retaining walls of 3.5 meters or less in height. Depending on the site conditions, construction machinery (10t class and 15t class) and plants can be selected from small to large sizes, allowing for flexible construction results that are not affected by narrow sites or adjacent environments. Depending on the ground conditions, it is possible to propose shortening construction periods and reducing costs by supporting at depths shallower than that of bearing piles.

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