During the process of computation the traditional Ranken's earth pressure theory and that of Coulomb's were reasonably simplified. 设计计算时，对传统的朗金土压力和库仑土压力理论进行了合理的简化。
Lateral earth pressures acting on the wall could be predicted from the Rankine active earth pressure theory with the undrained assumption in the short term. 对土压力结果的分析表明，作用于圆筒岸壁的侧向土压力可依据朗肯主动土压力理论，根据筒后土体的不排水强度进行预测。
