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Advances in Civil Engineering
/
2019
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Article
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Tab 7
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Research Article
Long-Term Deformation Analysis of Recycled Construction Waste Subgrade Filler
Table 7
Applied load.
Load level
Load (kPa)
Simulated subgrade depth (m)
1
38.59
0.000
2
55.14
0.885
3
71.68
1.770
4
88.22
2.655
5
104.76
3.540