Abstract

ABSTRACT The efficiency of polyester and bamboo geogrids in reducing the seismic settlement of low-rise buildings has been investigated in this paper. A series of shake table experiments was carried out for this purpose. It was observed that the beneficial attributes of a rocking foundations in reducing the flexural deformation and column moment remained unchanged after inclusion of geogrids. However, the settlement, a primary adverse consequence of a rocking foundation, reduced significantly (as much as 70–75%). In a developing country like India, natural material-like bamboo threads combined with geo-polymers may be utilized for safe and sustainable seismic design.

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