The strength property of soils treated by cement-mixing and mechanical dehydration

Kiyonobu Kasama, Kouki Zen, Guangqi Chen, Nobutaka Kawano

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

Authors have developed a technique, called the cement-mixing and mechanical dehydration (CMD), as one of waste recycling and pollutant stabilization techniques. In order to investigate the strength improvement of the CMD in terms of physical properties of sample and cement mixing condition, unconfined compression test was performed for dredged clay at Kumamoto port, Kaolin clay, Masado (decomposed granite), Toyoura sand and blast-furnace slag treated by the CMD. Based on the result of unconfined compressive strength, principal component analysis was performed for the purpose of investigating the main factor to obtain high-strength cement-treated soil. Finally, the multiple linear regression function consisted of plastic limit, degree of saturation and water-cement ratio was proposed to estimate the unconfined compressive strength of soils treated by the CMD.

Original languageEnglish
Pages (from-to)24-27
Number of pages4
JournalZairyo/Journal of the Society of Materials Science, Japan
Volume57
Issue number1
DOIs
Publication statusPublished - Jan 1 2008

Fingerprint

cements
Dehydration
dehydration
soils
Cements
Soils
compressive strength
Compressive strength
Clay
clays
Soil cement
Kaolin
Granite
compression tests
Linear regression
slags
Principal component analysis
Slags
blasts
granite

All Science Journal Classification (ASJC) codes

  • Materials Science(all)
  • Condensed Matter Physics
  • Mechanics of Materials
  • Mechanical Engineering

Cite this

The strength property of soils treated by cement-mixing and mechanical dehydration. / Kasama, Kiyonobu; Zen, Kouki; Chen, Guangqi; Kawano, Nobutaka.

In: Zairyo/Journal of the Society of Materials Science, Japan, Vol. 57, No. 1, 01.01.2008, p. 24-27.

Research output: Contribution to journalArticle

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