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- W1569057058 abstract "Effective profiles were calculated from normal tractions interpolated between soil stressmeters at the outer periphery of the Cross Canyon, reinforced concrete culvert. Effective is the hypothetical density of an embankment material required to produce, under hydrostatic conditions, a measured soil stress under the measured overfill at the meter. The normal tractions from which these densities have been derived have been interpolated between reading of soil stressmeters at the soil-concrete interface and then modified to produce static equilibrium in a horizontal direction. Static equilibrium in the veritical and rotational directions has been achieved through the use of synthesized tangential tractions." @default.
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- W1569057058 date "1979-02-01" @default.
- W1569057058 modified "2023-09-26" @default.
- W1569057058 title "RIDGE PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION V (VOLUME 5)--EFFECTIVE DENSITIES CALCULATED FROM INTERPOLATED, MODIFIED, MEASURED NORMAL TRACTIONS" @default.
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