APPLICABILITY OF CPT AND DMT FOR GROUNDS CONSISTING OF LARGE GRANULAR PARTICLES

• TANAKA Hiroyuki

  JAPAN SOCIETY OF CIVIL ENGINEERS

• MISHIMA Osamu

  JAPAN SOCIETY OF CIVIL ENGINEERS

• TANAKA Masanori

  JAPAN SOCIETY OF CIVIL ENGINEERS

Bibliographic Information

Other Title

• 粒径の大きな粒状体から成る地盤に対するCPTとDMTの適用性
• リュウケイ ノ オオキナ リュウジョウタイ カラ ナル ジバン ニ タイスル CPT ト DMT ノ テキヨウセイ

Abstract

In situ soil investigations were carried out at Tsuruga and Tomakomai sites using CPT, DMT, SFT and seismic cone penetration tests. Tsuruga site consists of reclaimed land filled with finely crushed rock aggregates, while Tomakomai site comprises the secondary sedimentary deposit of volcanic ash. Both the sites are characterized by granular materials having mean particle size considerably larger than 2mm. Various soil parameters obtained from these in situ tests have been correlated with each other, and the correlations compared with the already established ones for the sandy grounds. It has been found that DMT cannot be applied directly to grounds having large size soil particles.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (638), 273-283, 1999-12-21

  Japan Society of Civil Engineers

Keywords

• cone penetration test
• dilatometer test
• grain size
• granular material
• N-value

Details

• CRID: 1390001205308800256
• NII Article ID: 130003801509
• NII Article ID: 10004446235
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.638_273
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 4960799
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4960799
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/638/1999_638_273/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed