Analysis of deformation behavior of double–row piles in soft-soil excavation
LI Jia1, 2
1.Sanmenxia Polytechnic, 472000, Sanmenxia, He'nan, China; 2.School of Application engineering, Henan University
of Science and Technology, 472000, Sanmenxia, He'nan, China
Abstract：
With its unique advantages, double-row piles supporting structure has been more and more widely used. However, its computation theory still needs to be further improved. Combined with specific projects in soft-soil soil, the results of the model recommended by code and the numerical calculation model were discussed, and the results were compared with the experimental results. Through the analysis, the following conclusions can be obtained. Because of the assumption that the earth pressure distribution is inconsistent with the reality, the results calculated by the plane frame model recommended by code were different from the measured results.
