Estimating the critical shear stress for incipient particle motion of a cohesive soil slope

HIGHLIGHTS

• who: Xingyu Yuan from the State Key LaboratorySichuan University have published the paper: Estimating the critical shear stress for incipient particle motion of a cohesive soil slope, in the Journal: Scientific Reports Scientific Reports
• what: In this model, the motions of runoff and seepage are described by the Navier-Stokes equation and the Brinkman-extended Darcy equation, respectively.

SUMMARY

Expression derivation of the critical shear stress. The authors derive a new formula for the critical shear stress based on the force equilibrium of a single particle (Fig 1). To gravity, the . . .

 



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