Geotechnical Characterization and Foundation Design for a Multi-Story Factory in the Bengal Delta: Insights from Sub-Surface Investigation

Authors

  • Md.Mohibullah Author

Keywords:

SPT, bearing capacity, grain size distribution, Terzaghi equation, seismic Zone-2, pile design

Abstract

This study provides a geotechnical study of a six-story factory building in the proposed Liberty Knitwear Ltd. in Kaliakair, Gazipur, Bangladesh.  The characteristics of the subsoils were identified using four boreholes that were 60 ft deep and found a typical Bengal delta stratigraphy: a thin surface of reddish, plastic clays (0–22 ft, SPT N=4-24) covered densely with silty sands (SPT N=14-50). The level of groundwater was observed 14-17 ft in to ground.  Engineering design was based on laboratory tests, including grain-size distribution (top fines to 88 per cent and bottom sands to 92 per cent), Atterberg limits, and direct shear tests (φ = 26-40 degrees, c = 0.11 -0.049 tsf).  The calculated bearing capacities of shallow foundations reached 1.68tsf at 10 ft depth (factor of safety = 3). Furthermore, 24-inch-diameter piles with pile capacities of more than 120 tons at a depth of 60 ft support the feasibility of deep foundations in terms of heavier loads.  The location of the site in Seismic Zone 2 (z = 0.20, BNBC 2020) requires a dynamic analysis and supports the suggestions for shallow foundations.  These results provide a strong basis for cost-effective and secure foundation construction in the problematic deltaic soils of Bangladesh.

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Published

2026-01-14

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