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本文通过室内模型试验探讨长条梯形荷载底面的水平和垂直位移以及饱和软粘土地基侧向变形的特性;从试验及理论上探讨这种荷载底面的水平推力以及当地基弹性模量随深度有变化[E=E(z)]时对地基侧向位移的影响及计算方法。
In this paper, the horizontal and vertical displacements of the long trapezoidal load surface and the characteristics of the lateral deformation of the saturated soft clay ground are investigated through an indoor model test; the horizontal thrust of this load surface and the local elastic modulus are varied with depth. The Effect of the Lateral Displacement of the Ground and the Calculation Method When [E=E(z)].