Question

谁能帮我翻译一段文字啊，有重谢！

郑州地区的饱和粉土在长螺旋CFG桩施工时会发生液化，土体强度降低。地下水位以上的土体没有饱水，不会发生液化，可以认为土体强度在螺旋叶片扰动下基本没有降低。为了模拟地下水位对钻孔附近位移的影响，设在地下水位以上的土体在施工时强度不降低，在地下水位以下的土体在受到施工扰动后，强度降低。地下水位以上的土体采用表1中的材料Ⅰ的强度参数，地下水位以下的土体采用材料Ⅷ参数。当钻深为15m时不同地下水位对钻孔变形结果如图8所示，由于钻孔深度不变，地面荷载不变，拉裂点位置F距钻孔中心点位置均为3.2m。

Answer 1

Zhengzhou region of saturated silt in the long spiral occurs when the CFG pile liquefaction, soil strength decreased. The soil above the groundwater level is not saturated, liquefaction does not occur, that the soil strength in the spiral leaves little perturbed reduced. In order to simulate the displacement of groundwater level on the impact of drilling in the vicinity, located in the soil above the groundwater level in the construction of intensity is not reduced below the water table in soil disturbance by construction, the intensity decreases. The soil above the groundwater level in the material used in Table 1 Ⅰ strength parameters, the groundwater level below soil parameters using materials Ⅷ. When the drilling depth is 15m when the deformation of different water table on the drilling results shown in Figure 8, the same as drilling depth, ground load change, the crack center point position of F from the drilling location are 3.2m.

Answer 2

Zhengzhou region of saturated powder soil in construction of CFG pile long helical liquefied soil strength, can reduce. The underground water level above soil water, not without full liquefied soil strength, can think in spiral vane under no lower disturbance. In order to simulate the underground water level of drilling, located near the displacement of underground water level above soil in construction, when not in underground water in the soil under construction disturbance, strength. The underground water level above soil using the material in table 1 Ⅰ strength parameters, and the soil under the underground water level by Ⅷ material parameters. When the drill 15m deep underground water level on the different deformation results as shown in figure 8, because the drilling depth, load, ripping point F from drilling center positions for 3.2 m.