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弹性均压系数C_z是天然地基动力刚度的主要计算指标,按СНиПⅡ-Б.7-70的规定,C_s值应根据试验结果确定。在近似计算中,允许采用由地基土标准压力所决定的
The elastic equilibrium coefficient C_z is the main calculation index of the dynamic stiffness of the natural foundation. According to the provisions of СНиПII-Б.7-70, the value of C_s should be determined according to the test results. In the approximate calculation, it is allowed to use the standard pressure of the foundation soil.