THE EVALUATION OF COMPACTING GROUND STIFFNESS BY THE ACCELERATION OF VIBRATORY ROLLER

• FUJIYAMA Tetsuo

  JAPAN SOCIETY OF CIVIL ENGINEERS

• TATEYAMA Kazuyoshi

  JAPAN SOCIETY OF CIVIL ENGINEERS

Bibliographic Information

Other Title

• 振動ローラの加速度応答を利用した転圧地盤の剛性評価手法
• シンドウ ローラ ノ カソクド オウトウ オ リヨウ シタ テンアツ ジバン ノ ゴウセイ ヒョウカ シュホウ

Abstract

The numerical simulation was carried out to discuss the effect of the ground stiffness and the mechanical factors of the vibratory rollers on their vibrating behavior. The result of the simulation made it clear that the vibrating behavior of the rollers depends not only on the ground stiffness but also the mechanical factors of the rollers. We studied the reason that the behavior of the vibratory rollers changes according to the ground stiffness and suggested a method with which the ground stiffness can be evaluated through the behavior of vibratory roller by removing the effect of the mechanical factors of the rollers on their behavior. The applicability of the method was examined in field experiments.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 2000 (652), 115-123, 2000-06-21

  Japan Society of Civil Engineers

Keywords

• soil compaction
• vibratory roller
• roller acceleration
• evaluation of ground stiffness
• quality control

Details

• CRID: 1390282680287296128
• NII Article ID: 10004444279
• NII Article ID: 10008001666
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.2000.652_115
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 5401660
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I5401660
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/2000/652/2000_652_115/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed