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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