论文部分内容阅读
土的变形模量 E(牛/毫米~2),系通过野外荷载试验,得出荷载板底面的应力 Q 与其下沉量 S 的关系曲线(图1),由相应数值,采用弹性力学公式按下式计算:
The deformation modulus E (Nm / mm ~ 2) of soil is obtained from the field load test. The curve of the stress Q on the bottom of the load plate and its sinking S is obtained (Figure 1). From the corresponding values, Calculated as: