Journal of Shanghai University(Natural Science Edition) ›› 2012, Vol. 18 ›› Issue (6): 640-644.doi: 10.3969/j.issn.1007-2861.2012.06.017

• Civil Engineering • Previous Articles     Next Articles

Comparative Experiments on Reinforcement Effects of Denti-Inclusion Forms

SUN Liang-fu, ZHANG Meng-xi   

  1. Department of Civil Engineering, Shanghai University, Shanghai 200072, China
  • Online:2012-12-28 Published:2012-12-28

Abstract: Three model tests of reinforced sand cushion with denti-inclusions on soft ground under embankment were conducted, and the reinforcement effects of denti-inclusion forms compared. The results show that the biaxial grid reinforcement of denti-inclusions can better utilizing tensile strength. Reinforcement can be enhanced with improved integrity of denti-inclusions. The bearing capacity of soft ground is significantly increased, the settlement, differential settlement and the lateral displacement of embankment slope reduced.

Key words: biaxial grid reinforcement of denti-inclusion, comparative test, denti-inclusions form, reinforced sand cushion

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