›› 2013, Vol. 34 ›› Issue (S1): 406-412.

• Geotechnical Engineering • Previous Articles     Next Articles

Study of post-treated void ratio of saturated silt subgrade treated with vibroflotation

ZHOU Yuan-qiang1, XU Qiang2, SHEN Jin-ru1   

  1. 1. Jiangsu Province Electric Power Design Institute, Nanjing 211102, China; 2. Suqian Power Supply Company, Jiangsu Electric Power Company, Suqian, Jiangsu 223800, China
  • Received:2012-04-19 Online:2013-08-30 Published:2014-06-09

Abstract: Void ratio is one of the most important evaluation indicator of the silt compactness; the study shows that there are certain corresponding relations between liquefaction indexes and void ratio of saturated silt subgrade treated with vibroflotation; when the post-treated void ratio drops to bellow 0.75, the liquefaction of saturated silt subgrade could be eliminated. Based on the testing result and three-phase composition analysis of soil before and after the vibroflotation, the vibration effectiveness and compaction effectiveness of vibro replacement stone column are quantified; and the estimate method of post-treated void ratio is also derived. Compared with measured values, the estimate values calculated through the estimate method have errors within ± 1.5%. Meanwhile, the estimate method of post-treated void ratio are used to rapidly approach the optimal combination of pile spacing and pile diameter, so as to provide a reliable basis for saving the cost and speeding up the progress of pile testing.

Key words: saturated silt, vibroflotation, liquefaction, post-treated void ratio, estimate method

CLC Number: 

  • TU43
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