A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Rocking Shallow Foundations on Geogrid-reinforced Ganga Sand Bed: An Experimental Study
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.
Rocking Shallow Foundations on Geogrid-reinforced Ganga Sand Bed: An Experimental Study
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.
Rocking Shallow Foundations on Geogrid-reinforced Ganga Sand Bed: An Experimental Study
Burnwal, Monu Lal (author) / Raychowdhury, Prishati (author)
Journal of Earthquake Engineering ; 27 ; 434-450
2023-01-25
17 pages
Article (Journal)
Electronic Resource
Unknown
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