Field Strength Properties of Cement Stabilized Soil by Pneumatic Flow Tube Mixing Method

Masaki Kitazume, Ali Maher, Masoud Janbaz, Robert Miskewitz, David Yang

Research output: Contribution to journalConference articlepeer-review

1 Scopus citations

Abstract

The pneumatic flow tube mixing (PFTM) was developed in Japan for land reclamation and land development, in which dredged clay is stabilized with a small amount of binder in a transporting pipeline. The soil mixture forms several separated mud plugs in the pipeline and is thoroughly mixed by means of turbulent flow during the transport. The PFTM has the potential to reduce treatment costs by eliminating costs associated with material transport and improve the final product by creating a more uniform amended sediment. This method was conducted at a sediment management site in Kearny, NJ from July through September of 2015, and demonstrated to be an efficient and rapid method for soft-sediment stabilization. In this study, the in-situ strength of the field stabilized soil by the PFTM was investigated to evaluate the long-Term strength.

Original languageEnglish (US)
Pages (from-to)165-174
Number of pages10
JournalGeotechnical Special Publication
Volume2018-March
Issue numberGSP 296
DOIs
StatePublished - 2018
Event3rd International Foundation Congress and Equipment Expo 2018: Innovations in Ground Improvement for Soils, Pavements, and Subgrades, IFCEE 2018 - Orlando, United States
Duration: Mar 5 2018Mar 10 2018

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

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