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.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/3127232
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Corporate Authors:
JAPANESE NATIONAL RAILWAYS
TOKYO, Japan -
Authors:
- Nasu, M
- Publication Date: 1976
Media Info
- Features: Figures; Tables;
- Pagination: p. 1-5
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Serial:
- Railway Technical Research Institute, Quarterly Reports
- Volume: 17
- Issue Number: 1
- Publisher: Railway Technical Research Institute/Tetsudo Gijutsu Kenkyujo
- ISSN: 0033-9008
- Serial URL: http://www.rtri.or.jp/eng/
Subject/Index Terms
- TRT Terms: Earthquakes; Passenger terminals; Rail transit stations; Railroad stations; Seismicity; Soil mechanics; Soil tests; Structural design; Subways; Surveys
- Old TRIS Terms: Passenger station design; Seismic surveys
- Subject Areas: Construction; Geotechnology; Public Transportation; Terminals and Facilities;
Filing Info
- Accession Number: 00142246
- Record Type: Publication
- Source Agency: Railway Technical Research Institute
- Files: TRIS
- Created Date: Nov 23 1981 12:00AM