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RISPile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments
Publisher: American Society of Civil Engineers
Abstract: Four large laminar-box shaking table experiments are conducted to document pile response due to the mechanism of liquefaction-induced lateral spreading. Single-pile and pile-group configurations are tested in a mildly ...
Carbon Footprint and Seismic Fragility Assessment of a Bridge–Foundation–Ground System Using Stone Columns as Liquefaction Countermeasures
Publisher: American Society of Civil Engineers
Abstract: Sustainability has emerged as a paramount concern in the construction and development of built infrastructure. This study delves into the environmental impact and vulnerability of an idealized bridge–foundation–ground ...
Polymer Injection and Liquefaction-Induced Foundation Settlement Mitigation: A Shake Table Testing Investigation
Publisher: ASCE
Abstract: Shake table experiments are conducted to assess the potential of the polymer injection technique as a liquefaction countermeasure. A large 2.9 m high (10 ft) laminar soil container on a 3.9×1.85 m (13×6 ft) ...
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations
Publisher: ASCE
Abstract: Considerable bridge-ground interaction effects are involved when evaluating the consequences of liquefaction-induced deformations. Due to seismic excitation, liquefied soil layers may result in substantial accumulated ...