Failure modes and bearing capacity of strip footings on soft ground reinforced by floating stone columns |
| |
| Authors: | Haizuo Zhou Yu Diao Gang Zheng Jie Han Rui Jia |
| |
| Institution: | 1.School of Civil Engineering,Tianjin University,Tianjin,China;2.Key Laboratory of Coast Civil Structure Safety,Tianjin University, Ministry of Education,Tianjin,China;3.State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University,Tianjin,China;4.Department of Civil, Environmental, and Architectural Engineering,University of Kansas,Lawrence,USA |
| |
| Abstract: | This study evaluates the failure modes and the bearing capacity of soft ground reinforced by a group of floating stone columns. A finite difference method was adopted to analyze the performance of reinforced ground under strip footings subjected to a vertical load. The investigation was carried out by varying the aspect ratio of the reinforced zone, the area replacement ratio, and the surface surcharge. General shear failure of the reinforced ground was investigated numerically without the surcharge. The results show the existence of an effective length of the columns for the bearing capacity factors N c and N γ. When certain surcharge was applied, the failure mode of the reinforced ground changed from the general shear failure to the block failure. The aspect ratio of the reinforced zone and the area replacement ratio also contributed to this failure mode transition. A counterintuitive trend of the bearing capacity factor N q can be justified with a shift in the critical failure mode. An upper-bound limit method based on the general shear failure mode was presented, and the results agree well with those of the previous studies of reinforced ground. Equivalent properties based on the area-weighted average of the stone columns and clay parameters were used to convert the individual column model to an equivalent area model. The numerical model produced reasonable equivalent properties. Finally, a theoretical method based on the comparison of the analytical equations for different failure modes was developed for engineering design. Good agreement was found between the theoretical and numerical results for the critical failure mode and its corresponding bearing capacity factors. |
| |
| Keywords: | |
| 本文献已被 SpringerLink 等数据库收录！ |
|
