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Geofluids
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2022
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Article
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Tab 5
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Research Article
Study on the Influence of Excavation Unloading on Pile Depth in Sandy Soil
Table 5
The ratio of
(30°, 33°, 35°) to
(35°).
(°)
m
m
m
Value
30.00
0.96
0.96
0.94
0.95
33.00
0.99
0.99
0.97
0.98
35.00
1.00
1.00
1.00
1.00