Abstract: The effect of the pressure-reducing platform position on the stability of the retaining wall is discussed according to Coulomb's earth pressure theory.Pressure-reducing platform's reasonable position for the retaining wall's stability is (0.2～0.
Abstract: The effect of the pressure-reducing platform position on the stability of the retaining wall is discussed according to Coulomb's earth pressure theory.Pressure-reducing platform's reasonable position for the retaining wall's stability is (0.2～0.
文摘:根据库仑土压力理论，讨论了挡土墙减压平台高度改变时对墙体稳定性的影响.对挡土墙的稳定性来说，减压平台位置可在(0.2～0.4)H处.