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Effectiveness of a vertical micropile system in mitigating the liquefaction-induced lateral spreading effects on pile foundations: 1 g large-scale shake table tests.

• Authors : Kavand, A.¹ ; Haeri, S. M.²; Raisianzadeh, J.¹

Subjects: *LIQUEFACTION (Physics); *SHAKING table tests; *EARTHQUAKES

• Source: Scientia Iranica. Transaction A, Civil Engineering. May/Jun2022, Vol. 29 Issue 3, p1038-1058. 21p.

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Procedure for the Empirical Evaluation of Lateral Spread Displacement Hazard Curves.

• Authors : Franke, Kevin W.¹ ; Kramer, Steven L.²

• Source: Journal of Geotechnical & Geoenvironmental Engineering. Jan2014, Vol. 140 Issue 1, p110-120. 11p.

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Simulations of a Centrifuge Test with Lateral Spreading and Void Redistribution Effects.

• Authors : Kamai, Ronnie; Boulanger, Ross W.¹

• Source: Journal of Geotechnical & Geoenvironmental Engineering. Aug2013, Vol. 139 Issue 8, p1250-1261. 12p. 4 Diagrams, 2 Charts, 11 Graphs.

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Pile-Group Response to Large Soil Displacements and Liquefaction: Centrifuge Experiments versus a Physically Simplified Analysis.

• Authors : Tasiopoulou, Panagiota; Gerolymos, Nikos¹; Tazoh, Takashi²

• Source: Journal of Geotechnical & Geoenvironmental Engineering. Feb2013, Vol. 139 Issue 2, p223-233. 11p. 1 Black and White Photograph, 7 Diagrams, 1 Chart, 9 Graphs.

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Analysis of Three Bridges That Exhibited Various Performance Levels in Liquefied and Laterally Spreading Ground.

• Authors : Brandenberg, Scott J.; Zhao, Minxing; Kashighandi, Pirooz

Subjects: BRIDGES; HYDRAULIC structures; OPTICS

• Source: Journal of Geotechnical & Geoenvironmental Engineering; Jul2013, Vol. 139 Issue 7, p1035-1048, 14p, 3 Diagrams, 8 Charts, 8 Graphs

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