The invention belongs to the technical field of
geotechnical engineering testing and site investigation, and provides a shear
wave velocity estimation method based on a piezocone
penetration test, which can accurately and conveniently estimate the shear
wave velocity. The method specifically comprises the following steps of S1, carrying out a pore pressure static sounding test on a plurality of
drill holes in
a site, and obtaining pore pressure static sounding basic parameters and shear
wave velocity of each
drill hole tested in the
depth direction, S2, interpreting derived parameters according to the pore pressure static sounding basic parameters, S3, carrying out soil layer division,
soil type identification and soil
body type judgment, and S4, carrying out soil layer classification,
soil type identification and soil
body type judgment. S4, selecting data tested by the same soil
body type as an analysis object, performing fitting analysis on the scatter diagrams of the cone tip resistance and the shear wave velocity of the piezocone
penetration test to obtain a fitting formula, and S5, obtaining normalized cone tip resistance and normalized shear wave velocity based on the cone tip resistance and the shear wave velocity, substituting the normalized cone tip resistance and the normalized shear wave velocity into the fitting formula in the step S4, and introducing a
soil classification index to obtain a
soil classification result. And obtaining a calculation expression of the
optimal estimation shear wave.