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Shaking Table Test on Mitigation of Liquefaction-Induced Tunnel Uplift by Helical Pile
Publisher: American Society of Civil Engineers
Abstract: The tunnels located in the shallow depths of loose saturated sand are significantly prone to liquefaction-induced uplift. Research works are, therefore, in progress to propose efficient techniques for mitigating uplift. ...
Centrifuge Modeling for Seismic Performance of Floating Piled Raft with and without Drainage Wells in Liquefiable Site
Publisher: ASCE
Abstract: Drainage techniques can be employed to reduce damage of pile rafts in liquefiable ground by decreasing the build-up of excess pore water pressure and maintaining soil stiffness during earthquakes. This paper aims to evaluate ...
Mechanical and Durability Properties of Poorly Graded Sandy Soil Stabilized with Activated Slag
Publisher: ASCE
Abstract: This study focused on the evaluation of the mechanical and durability aspects of stabilized poorly graded sandy soil by activated blast furnace slag cements (ASCs) with three different activators with combinations of Na2SiO3 ...
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