It also proposes an empirical formula for computing the relative hydraulic head at downstream of the grout curtain for infinitely deep homogeneousfoundation.
并建立了均质无限深坝基帷幕后的相对水头值的经验公式。
2
A semi analytical procedure for determining the dynamic flexibility coefficient of the three dimensional viscoelastic non homogeneousfoundation is developed.
应用样条半解析法求解非均质粘弹性地基的动力柔度系数。
3
A dynamic mapping infinite element is presented for characterizing the waves with different wave Numbers in homogeneousfoundation and simulations of propagation behavior in different media.