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.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9953002525
• Authors:
  • BERGADO, D T
  • LORENZO, G A
  • LAI, Y P
  • DUANGCHAN, T
• Publication Date: 2004

Language

• English

Media Info

• Pagination: 399-405
• Monograph Title: Proceedings of the International Conference on Geotechnical Engineering - GEO-Beyrouth 2004 - held Beirut, May 2004
• Serial:
  • PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON GEOTECHNICAL ENGINEERING - GEO-BEYROUTH 2004 - HELD BEIRUT, MAY 2004
  • Publisher: UNIVERSITY OF LEBANON

Subject/Index Terms

• TRT Terms: Cement; Conferences; Construction; Embankments; Ground settlement; Piles (Supports); Porosity; Soils
• Uncontrolled Terms: Jet grouting
• ITRD Terms: 4758: Cement; 8525: Conference; 3655: Construction; 2801: Embankment; 3364: Jet grouting; 3399: Pile; 5938: Porosity; 5792: Settlement; 4156: Soil
• Subject Areas: Construction; Geotechnology; I42: Soil Mechanics; I51: Earthworks and Soil Drainage;

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