coefficient of lateral earth pressure

基本解释

Based on the coefficient of passive earth pressure, the formulas of passive earth pressure on open caisson and lateral friction of sinking open caisson were given.
由被动土压力折减系数，推导出被动土压力与侧摩阻力的计算公式。
The calculated results indicate that the critical load is overestimated if the coefficient of earth pressure at rest equals 1, and that the variation of lateral earth pressure can not be neglected.
计算结果表明，假设静止土压力系数恒等于1高估了地基的临界荷载，静止土压力系数的变化对地基临界荷载的影响不可忽略。
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