A method to choose the number of DC, the spacing of DC, the effective influence depth and other parameters through the experiment is presented.
提出了应用试验手段选择强夯击数、夯点间距及有效影响深度等强夯参数的方法。
According to the tested data, the effective influence depth is determined and settlement calculation method and calculated compression depth criterion is improved.
根据实测资料确定了有效影响深度，改进了沉降计算方法和计算压缩层控制标准。
The effective reinforced depth was deeper than the influence depth.
强夯法加固地基的影响深度远大于有效深度；
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