The investigation and reinforcement for residential grounds located on inclined bedrocks

Goushi Nishimura, Shinya Inazumi, Kozo Okita

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

Nowadays the land subsidence and the liquefaction at residential grounds have been becoming more apparent. However, there are no particular investigation methods to determine their causes. This is because the grounds of detached residents where an investigation should be conducted are often very confined. In this study, a detailed analysis of N-value distribution at an embankment of a detached residence located on inclined bedrocks using improved Swedish weight sounding machine is conducted. The causes of land subsidence and the future tendency for the land subsidence are estimated. Also, a reinforcement method and material to fortify weak ground is proposed in this study.

Original languageEnglish
Pages (from-to)74-79
Number of pages6
JournalZairyo/Journal of the Society of Materials Science, Japan
Volume65
Issue number1
DOIs
Publication statusPublished - 2016 Jan 1
Externally publishedYes

Fingerprint

Subsidence
bedrock
subsidence
reinforcement
Reinforcement
liquefaction
causes
Embankments
Liquefaction
sounding
tendencies

Keywords

  • Embankment
  • Ground investigation
  • Reinforcement
  • Residential ground
  • Sounding machine

ASJC Scopus subject areas

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

Cite this

The investigation and reinforcement for residential grounds located on inclined bedrocks. / Nishimura, Goushi; Inazumi, Shinya; Okita, Kozo.

In: Zairyo/Journal of the Society of Materials Science, Japan, Vol. 65, No. 1, 01.01.2016, p. 74-79.

Research output: Contribution to journalArticle

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