The linear segments of the resulting lateral pressure test pressure deformation curve, assuming coefficient of expansion of the deformation modulus soil 0.33 soil obtained.
According to the linear segment of the pressure and deformation curve obtained by the side pressure test, the expansion coefficient of the soil is assumed to be the deformation mode of the soil obtained by 0.33.
According to the linear section of the pressure and deformation curve obtained from the pressuremeter test, the deformation modulus of the soil is obtained by assuming that the expansion coefficient of the soil is 0.33.<br>