F. Khayyer

[ 1 ] - Static and Dynamic Analyses of Micropiles to Reinforce the High Railway Embankments on Loose Beds

Construction of railway embankments on loose beds without using any methods of soil improvement (e.g. stone columns in silt and clay beds, deep soil mixing method, jet grouting and also using micropiles individually or in groups form) leads to  reduction of embankment slope gradient, which significantly increases the volume of soil operation. Generally, micropile as a reinforcing element with t...