Full scale reinforced embankment on jet grouted soil-cement pile

A 6m high reinforced embankment constructed on jet grouted soil-cement piles improved soft Bangkok clay is presented. Surface settlements and lateral movements were monitored during and after construction. The differential settlement between pile and soil ranged from 7.5% to 18% of the average settlement. Back-analysis confirmed laboratory test that soil-cement pile installed by jet grouting can have higher after-curing void ratio and, consequently, higher permeability. For the covering abstract see ITRD E125180.

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  • Authors:
    • BERGADO, D T
    • LORENZO, G A
    • LAI, Y P
    • DUANGCHAN, T
  • Publication Date: 2004

Language

  • English

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 01011727
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • ISBN: 9953-0-0252-5
  • Files: ITRD
  • Created Date: Dec 19 2005 3:27PM