Numerical Study of Shear Stress Distribution for Discrete Columns in Liquefiable Soils

AbstractDiscrete columns, such as stone and soil-cement columns, are often used to improve the liquefaction resistance of loose sandy ground potentially subjected to strong shaking. The shear stress reduction in the loose ground resulting from the reinforcing effect of these stiffer discrete columns...

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Veröffentlicht in:	Journal of geotechnical and geoenvironmental engineering 2014-03, Vol.140 (3)
Hauptverfasser:	Rayamajhi, Deepak, Nguyen, Thang V, Ashford, Scott A, Boulanger, Ross W, Lu, Jinchi, Elgamal, Ahmed, Shao, Lisheng
Format:	Artikel
Sprache:	eng
Schlagworte:	Columns (structural) Compatibility Grounds Liquefaction Reduction Shear strain Shear stress Soil (material) Technical Papers
Online-Zugang:	Volltext
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