根据试验结果，分析了应力折减系数大小和填土中的竖向应力分布特点。
The stress reduction ratio and the vertical stress distribution in the embankment fill were studied in detail.
计算了桩间土应力折减系数，发现荷载超过某一数值以后，桩间土应力折减系数保持在一个稳定的数值附近。
Stress reduction coefficient of pile and nearby soil is calculated, and it is a steadily numerical value at some load.
计算了桩间土应力折减系数，发现荷载超过某一数值以后，桩间土应力折减系数保持在一个稳定的数值附近。
Stress reduction coefficient of pile and nearby soil is calculated, and it is a steadily numerical value at some load.
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