Memoirs of the Faculty of Engineering, Yamaguchi University
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Memoirs of the Faculty of Engineering, Yamaguchi University Volume 33 Issue 2
published_at 1983
Earth Pressure of Backfill Consisted of Two Cohesionless Soils
2 種の非粘性土よりなる裏込め土の土圧
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Descriptions
An equation is derived for evaluating the earth pressure due to backfill consisted of two cohesionless soils, facing at a nearly vertical plane. Calculated results of the coefficient K=(2P_1)/(γ_1H^2) are depicted in diagrams as functions of material parameters and geometical parameters.
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