Baharampore-Farakka Section of NH-34, West Bengal, India

The subsoil was essentially weak, and ground water table was almost at ground level. Stability analysis indicated a safety factor lower than the norm of 1.3. Owing to the high ground water along with the weak soil, soil replacement was not a feasible solution. Ground improvement methods proved to be prohibitively heavy on project schedules and costs.

To ensure stability of the structure notwithstanding weak subsoil conditions, Strata recommended basal reinforcement along the entire base of the reinforced soil structure system. The solution included StrataGridTM SGB geogrid and StrataWeb® geocells to ensure stability of the entire reinforced soil system with a safety factor higher than the norm.

The basal reinforcement system adopted comprised of a layer of StrataGrid™ SGB biaxial geogrid, underlain by two layers of StrataWeb® load bearing geocells for heights beyond 10m, and a single layer for heights below 10m.

The design was approved by Indian Institute of Technology, Madras.

Strata’s creative solution provided a safe, easy, rapid, and economical solution. The confining cellular system of StrataWeb® also facilitated use of pond ash. This further reduced the cost of construction. Strata’s unique design was approved to be one of the most effective solutions for construction of high reinforced soil structures on weak soils.

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