Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Statistical analysis of nonuniformity in the tightening of retaining wall anchor ties
Conclusion At the present time, the normalized overload coefficients used in retaining wall design exceed 1.30. The justified reduction of the coefficient of nonuniformity in the tightening of anchor ties on the basis of the proposed procedure would make it possible to lower the construction cost of retaining walls or to increase the service loads.
Statistical analysis of nonuniformity in the tightening of retaining wall anchor ties
Conclusion At the present time, the normalized overload coefficients used in retaining wall design exceed 1.30. The justified reduction of the coefficient of nonuniformity in the tightening of anchor ties on the basis of the proposed procedure would make it possible to lower the construction cost of retaining walls or to increase the service loads.
Statistical analysis of nonuniformity in the tightening of retaining wall anchor ties
Gel'fer, V. Ya. (Autor:in) / Darevskii, V. É. (Autor:in) / Matlin, A. G. (Autor:in)
1973
Aufsatz (Zeitschrift)
Englisch
BKL:
56.30
Wasserbau
Lokalklassifikation TIB:
770/6550/8000
Statistical analysis of nonuniformity in the tightening of retaining wall anchor ties
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