Calculation of landslide danger and maximum landslide pressure by the variation method
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Abstract
The authors give a calculation of soil pressure carried out at Giprorechtrans by the RUST computer program, and compare it with analogous calculations by the SL VAR program, which was described in a previous issue of our journal.
Keywords
Civil Engineer Computer Program Variation Method Structural Foundation Hydraulic Engineer
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Copyright information
© Plenum Publishing Corporation 1994