Advances in Civil Engineering / 2019 / Article / Tab 4

Research Article

Bearing Behavior of the Fly Ash Deposits on Expressway

Table 4

Results of CPT on fly ash after dynamic consolidation.

StatusHoleqc (MPa)fs (kPa)Thickness (m)Bearing capacity (kPa)

After tamping03.875135.96.2184.1
14.282144.86.4198.8
24.291147.56.3199.0
34.017136.26.2189.2
43.978136.16.4187.8
54.215135.56.3196.3
64.054147.66.3190.5

Native72.52881.97.4135.6
82.83991.77.2146.8

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