Advances in Civil Engineering / 2019 / Article / Tab 1

Research Article

Settlement of Funing Natural Clays under 14-Year Embankment Loads: A Case Study

Table 1

The oedometer test for undisturbed samples.

SampleGs (g/cm3) (%) (%) (%)/Consolidation stress (kPa)

Gr_U32.7249.850200.996.25-12.5-25-50-100-200-400-800-1600
Gr _U62.7259.860230.99
Gr _U92.7059.760230.99
Gr _U122.7056.768230.83
Gr _U152.7057.571240.81
Em_U62.7041.050200.82
Em_U92.6946.960220.78
Em_U122.7047.968230.70
Em_U152.6948.966240.74

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