• Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
CHEN Ming-shan, DUANN Shaw-wei, WHANG Yuang-her, CHIN Chung-tien. Design consideration of pile foundations of high speed rail project in seismic area[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 761-766.
Citation: CHEN Ming-shan, DUANN Shaw-wei, WHANG Yuang-her, CHIN Chung-tien. Design consideration of pile foundations of high speed rail project in seismic area[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 761-766.

Design consideration of pile foundations of high speed rail project in seismic area

More Information
  • Published Date: November 25, 2004
  • The area of this study is in the southern part of THSR alignment from TK188 to TK343 with a length of 155 km approximately. The geological condition in this region consists of compressible alluvial deposits in the upper soil strata. This paper focuses on some of the special technical features to be considered in the design of pile foundations, including effects of particular site conditions, pile group effects, lateral resistance of pile cap and flow slide of liquefiable soil etc. For foundation design, significant efforts have been placed on soil-pile interaction (p-y, t-z and q-w relationships) through verification and calibration of models from pile load tests. The pullout resistance of piles is studied to a great extent based on full-scale pullout testing. Sensitivity of soil spring to the design of piles foundation and piers is also analyzed.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return