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Advances in Civil Engineering
/
2021
/
Article
/
Tab 3
/
Research Article
Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load
Table 3
Results of settlement and pile-soil stress ratio.
Items
T
2
− 4
Dk
s
Pile-soil stress ratio,
n
Settlement,
S
(cm)
Measured value
—
6.5
5.3
Method of literature [
14
]
—
5.8
—
The proposed method
<0
6.1
5.7