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。
A method to choose the number of DC, the spacing of DC, the effective influence depth and other parameters through the experiment is presented.
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。
According to the tested data, the effective influence depth is determined and settlement calculation method and calculated compression depth criterion is improved.
结果表明桩身轴向应力随深度增加呈递减趋势； 粉喷桩复合地基的有效桩长受桩土模量比与置换率的影响。
The result shows that axial stress of Pile takes on degression along with deepness and the effective length of Pile is influenced by replacement-ratio.
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