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The results indicate that dynamic earth pressure trends to rise with the increase of train speed.
由此对高速列车荷载作用下,路基动土压力产生的机理及其土压力的构成进行较深入的研究。
The dynamic stresses in substructure and dynamic earth pressures and accelerations on interface between sand and substructure were measured.
测定了地下结构内的动应力以及砂与地下结构接触面上的动土压力及加速度。
Based upon the point of view of soil-structure interaction, this paper presents a procedure for evaluating the dynamic earth pressure on underground structures under earthquake motion by FEM.
本文从土与结构动力相互作用的观点出发,提出了用动力有限元分析计算地下结构上地震动土压力的方法。
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