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Ground Investigation | Precise Analysis of Liquefaction and Support Layer Inclination in Riverfront Condominium Development

Thorough investigation of liquefaction and support layer inclination risks for riverside condominium developments! Geotech's ground survey leads to safe pile foundations through soil testing and structural analysis.

In the planned site for condominium construction near riverbanks and old river channels, there are overlapping complex and diverse ground issues, including liquefaction risks due to loose alluvial sand layers, long-term consolidation settlement of extremely soft alluvial clay layers, and steep inclinations of support layers over short distances. Conducting foundation design based on insufficient ground evaluations can lead to inadequate resistance to ground deformation during earthquakes and excessive piling work due to overly optimistic safety margins. GeoTech conducts precise ground investigations that combine accurate N-value measurements at 1-meter intervals through standard penetration tests and undisturbed sample collection, along with laboratory soil tests such as uniaxial and triaxial compression tests and grain size analysis. We objectively quantify the physical and mechanical constants of the soil, precisely calculating liquefaction assessments using FL and PL values and reducing the ground reaction coefficient (β value). By directly linking support layer inclinations and ground deformation characteristics to structural calculations, we robustly support optimal pile foundation designs that meet structural safety requirements while thoroughly cutting excessive piling costs and reinforcement construction expenses.

  • ボーリング.jpg
  • Site and ground investigation
  • Geological Survey Company
  • Geological Survey
  • 精密解析

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