Closed form solution by Randolph could be used to calculate linear deformation soil,where shear modulus unchanged or grow linearly with depth.

 
  • Randolph的近似解析解可計算線(xiàn)彈性土體,且土的剪切模量隨深度不變或者線(xiàn)性增加條件下的樁基礎沉降。
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