作者: S. Senapati , B. K. Maheshwari
DOI: 10.1007/S40098-012-0023-5
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摘要: In this paper, the deformation behavior of Solani river sand and effects geogrid reinforcement under cyclic loads are investigated. The dynamic loading parameters on were determined in dry saturated condition. properties analyzed. Samples prepared a shake table having test bin dimension 1.05 m × 0.6 m. could produce horizontal vibration with various frequency acceleration. Results indicated that volumetric strain varied as function acceleration number cycles. Volumetric samples reduced significantly by reinforcing sheets. response observed. reinforced geogrids showed reduction pore water pressure settlement. cycles unreinforced