RELATION BETWEEN SHEAR STRENGTH OF SOIL AND UPPER LIMIT OF EARTHQUAKE GROUND MOTION

• SUETOMI Iwao

  JAPAN SOCIETY OF CIVIL ENGINEERS

• SAWADA Sumio

  JAPAN SOCIETY OF CIVIL ENGINEERS

• YOSHIDA Nozomu

  JAPAN SOCIETY OF CIVIL ENGINEERS

• TOKI Kenzo

  京都大学 大学院工学研究科

Bibliographic Information

Other Title

• 地震動の上限値と地盤のせん断強度の関係
• ジシンドウ ノ ジョウゲンチ ト ジバン ノ センダン キョウド ノ カンケイ

Abstract

As seen at Port Island vertical array record during the 1995 Hyogoken-Nambu earthquake, the soil deposits have the upper limit of ground motions because the soil layer can not transfer the shear force larger than its shear strength to upper layers. In order to clarify the relation between the shear strength of soil and upper limit of ground motion, nonlinear analyses are carried out focused on the angle of internal friction. It is shown that upper limit of PGA, JMA seismic intensity scale and SI value are controlled by the angle of internal friction.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 2000 (654), 195-206, 2000-07-21

  Japan Society of Civil Engineers

Keywords

• strong ground motion
• shear strength
• nonlinear analysis
• upper limit of ground motion

Details

• CRID: 1390282680285568768
• NII Article ID: 10004543954
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.2000.654_195
• ISSN: 18827187
• ISSN: 02897806
• ISSN: http://id.crossref.org/issn/02897806
• NDL BIB ID: 5468159
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I5468159
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/2000/654/2000_654_195/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed