EXPERIMENTAL STUDIES ON DETERMINATION OF TENSILE STRENGTH OF ROAD FOUNDATION SOIL

This paper conducts the elasto-plastic stress analysis for ring with different strength in tension and compression to use generalized twin shear stress strength theory. Following analysis of the results, a test was set up for measuring tensile strength of compacted loess with different compacted factors is proposed. A relationship between tensile strength and dry unit weight of soils is established. The test results are reproducible and reliable.

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  • Corporate Authors:

    EDITORIAL BOARD OF JOURNAL OF XI'AN HIGHWAY UNIVERSITY

    3 CUIHUA ROAD
    XI'AN, SHANGXI  China  710064
  • Authors:
    • XIAO-JUN, L I
    • DENG-LIANG, ZHANG
    • YU-FANG, REN
  • Publication Date: 2000-4

Language

  • Chinese

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Filing Info

  • Accession Number: 00809638
  • Record Type: Publication
  • Source Agency: Transport Research Centre (CDV)
  • Files: ITRD
  • Created Date: May 3 2001 12:00AM