DYNAMIC PROPERTIES OF ALLUVIAL CLAY FOR ASEISMIC DESIGN OF TOKYO CENTRAL UNDERGROUND STATION

The aseismic design for the Tokyo underground station structure, which is newly constructed in the weak ground, has been carried out in order to reduce the damage due to earthquakes. Dynamic moduli and damping ratios of soil which are required in the aseismic design have been measured by the vibrational triaxial compression test apparatus.

  • Availability:
  • Corporate Authors:

    JAPANESE NATIONAL RAILWAYS

    TOKYO,   Japan 
  • Authors:
    • Nasu, M
  • Publication Date: 1976

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00142246
  • Record Type: Publication
  • Source Agency: Railway Technical Research Institute
  • Files: TRIS
  • Created Date: Nov 23 1981 12:00AM