2008•Journal of Taiyuan University of TechnologyRequires access
Analysis of the Change of Pore Pressure Ratio with the Pile Spacing in the Liquefiable Sand Soil Strengthened by Short Pile
Yan Wei-ze
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Abstract
Small shaking table tests were carried out to study the liquefaction of the sandy soil strengthened by sand pile.On the basis of analysing the change of pore pressure ratio,the influence of pile spacing on anti-liquefaction effect was discussed.The testing results show that under the conditions of the same length,not always the denser pile produces the better anti-liquefaction effect.