Estimation method for ground deformation of granular soils caused by dynamic compaction: Fid-Bau Portal

Estimation method for ground deformation of granular soils caused by dynamic compaction

Wang, Wei / Chen, Jin-Jian / Wang, Jian-Hua

AbstractA numerical investigation into the performance of ground deformation due to dynamic compaction (DC), and a developed method of estimating ground deformation of granular soils caused by DC are presented. Firstly, a 2D numerical model is created in LS-DYNA and the result is verified by variables measured in a real field case using DC treatment. A simplified model for describing ground deformation is presented. Five deformation variables, $δ_{v m}$ , $d_{δ_{v} =0}$ , $d_{δ_{u m}}$ , $δ_{u m}$ , $d_{δ_{u} =0.01% \sqrt{W_{t} H}}$ , are defined to describe characteristics of ground surface deformation. An extensive parametric study is then conducted to investigate the effect of each parameter on the five deformation variables. Finally, based on the results obtained, a forecast model is produced to describe ground deformation under DC. The applicability of the proposed procedure is then illustrated by comparing its predictions with a case of DC applied in the field. The results of this comparison indicate that the predictions using the developed method are reasonably realistic. This suggested method can provide some easy and convenient guidelines to determine ground deformation of granular soils due to dynamic compaction.

Highlights•Presented a simplified distribution model for ground settlement caused by DC.•Investigated influence of different parameters of DC on the ground settlement.•Presented estimation method for ground settlement of granular soils caused by DC.