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.

ItemsT2 − 4DksPile-soil stress ratio, nSettlement, S (cm)

Measured value6.55.3
Method of literature [14]5.8
The proposed method<06.15.7