Advances in Civil Engineering / 2019 / Article / Tab 2

Research Article

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

Table 2

The calculated results.

SoilDepth (m)H (m)e0CcCrσpi (kPa)σv0i (kPa)σsi (kPa)S (m)

SC-11.0–4.53.51.390.470.0763201210.29
SC-24.5–6.92.41.600.720.0499391150.14
6.9–10.94.01.610.600.0973491100.35
SC-310.9–13.93.01.540.640.0890821020.24
13.9–16.93.01.580.740.11113102950.21
SC-416.9–24.37.41.540.440.2156156850.28
SSC-124.3–25.91.60.850.120.07167167780.02
SSC-225.9–31.15.20.530.040.03189189770.02
SSC-331.1–37.96.80.650.10.09225225710.05
Total1.59

Obtained from the site survey (Jiangsu Province Engineering Investigation and Research Institute, 2010, 2013).

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