Abstract: The primary goal of this study is to assess the structural and seismic performance of a slope reinforced with a bamboo grid. The analysis is conducted using two-dimensional (2D) numerical simulations with the finite element ...

Abstract: A series of shaking table tests will be carried out on 0.4 m high instrumented soil nailed embankments. The important parameters considered in this study consist of a combination of three different slope angles (β = 30°, ...