Research Article

Uplift Test and Design Method for Bearing Capacity of Isolated Spread Concrete Foundation Slab with Large Width-to-Height Ratio

Table 8

Comparison of the correction coefficients between the numerical and the recommended results.

ModelWidth-to-height ratioHypotenuse slope (°)jsksjk (%)

NJ11.5100.880.981.002
NJ21.5200.780.870.903.4
NJ31.5300.620.690.701.4
NJ42100.911.011.001
NJ52200.790.880.902.3
NJ62.5100.880.981.002
NJ73100.830.920.953.3
NJ84100.760.840.851.2