1) Stress superposition
应力叠加
1.
It is found that the formula based on stress superposition fits the calculation of the effect coefficient of extra-long large diameter bored pile groups.
针对超长大直径钻孔灌注群桩效应系数,研究了5种计算公式或方法,其中基于应力叠加的群桩效应系数计算公式,考虑了桩长、桩径、土层的内摩擦角以及地基土应力叠加等影响因素,适合计算超长大直径钻孔灌注群桩效应系数。
2.
The formula for effect coefficient of piles group were solved gradually under different shape of laying-out piles according to principle of additional stress superposition.
根据附加应力叠加原理,逐步推导得到不同布桩形式的群桩效应系数计算公式。
2) stress wave superimposition
应力波叠加
3) Stress field overlaping
应力场叠加
4) stress superposition method
应力叠加法
5) inverse stress added method
反向叠加应力
6) superposed tectonic stress field
构造应力叠加场
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条