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The standard Alamgir model does not take account of the elastic modulus of soil between pile and soil in the settlement of composite foundation of cemented piles, so the result has certain deviation. In this paper, an improved Alamgir model is proposed. First, suppose that the pile top cushion and the bottom soil under the pile are in accordance with the Winkler foundation model. Using the elastic theory and the pile-soil displacement coordination condition and the boundary condition. The vertical stress and the lateral shear stress of the soil between the pile and the piles in the soil layers are calculated. Finally, the relationship between the pile-soil and the pile-soil embankment is calculated. Compression of Reinforcement Zone of Composite Foundation with Material Piles. The simulation results show that the results of the settlement calculation based on the improved Alamgir model are more close to the measured results.

Sedimentation Calculation Based on Alamgir Model of Composite Foundation in Biding Material Pile