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1)  Geddes stress solution
Geddes应力解
1.
Based on Geddes stress solution and considering 3 dimensional stress of soil,a new theory on settlement calculation of single pile is presented according to Duncan-Chang constitutive model and modified layer summation.
Geddes应力解为基础,考虑土体的三向应力分布,并根据土的Duncan-Chang本构模型和基础沉降计算的修正分层总和法,建议了单桩沉降计算新理论。
2.
Geddes stress solution is widely applied to settlement calculation of pile foundation.
Geddes的应力解求解过程中将桩侧摩阻力简化为集中力,导致无法考虑桩径、桩长变化对桩侧摩阻力在地基内产生附加应力的影响,通过分析得出,对于长径比较小的短桩,由Geddes应力解计算的竖向应力系数与实际考虑桩径影响的结果相差甚远。
3.
Using the integral function NIntegrate of Mathematica software and referencing the idea from Geddes stress solution,the numerical computational method for vertical additional stress coefficient at random point in the ground under the uniform tip load of Y-shaped vibro-pile was achieved;and it is accurate according to the verification.
分析了Y型截面4个独立变量外包圆半径R、模板弧度θ、开弧间距s、夹角度数δ对附加应力系数的影响及采用Geddes应力解计算产生的误差。
2)  Geddes-stress theory
Geddes应力法
3)  Geddes stress formula
Geddes应力公式
1.
Geddes stress formula deduced from Mindlin solution simplifies the shaft resistance and tip resistance into centralized force.
根据Mindlin解所得的Geddes应力公式将桩端阻力、桩侧阻力简化为集中力。
4)  Geddes solution
Geddes解
5)  Analytic solution of stress
应力解析解
6)  Stress decomposition
应力分解
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。
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