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Analysis of Double Row Diaphragm Wall Structural Parameters and Their Influences on Foundation Pit Support Structure and Adjacent Ship Lock

Analysis of Double Row Diaphragm Wall Structural Parameters ...

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作者： jaramillo aguayo carlos efren（永新）华南理工大学

学位级别：硕士

Given China’s constant economic and technological growth,many of the current river ship locks are reaching complete *** lock expansion,at key navigation terminals,is absolutely *** is common practice for new ship locks to be built adjacent to the original ship locks or existing dams and have a certain degree of impact on the existing ship *** this research,structural parameters of the double row diaphragm wall were analyzed with numerical simulation as the main research *** Qingyuan new second line ship lock in Guangdong,China was chosen as the engineering *** double row diaphragm wall is a major part of the braced supporting structure for the deep foundation pit for the new second line ship *** the geotechnical finite element software MIDAS GTS NX,the structural parameters of the supporting structure were *** main contents and results from this paper are as follow:（1）Utilizing MIDAS GTS NX,a 3D finite element model of the new ship lock foundation excavation was *** reliability of the finite element model was verified via comparison with the engineering monitoring data from the engineering case construction and survey *** comparison of the MIDAS GTS NX model was also performed with a model constructed in PLAXIS.（2）Based on the FEM model,the structural parameters of the double row diaphragm wall were studied through single factor sensitivity *** influences on the deformation and stress characteristics of the supporting structure,and displacement of the adjacent ship lock were analyzed.（3）Through orthogonal array testing and multiple finite element simulations,multi factor sensitivity analysis of the structural parameters was *** deformation and stress characteristics of the supporting structure and adjacent ship lock were analyzed to determine the influence of each structural parameter and a possibly more favorable set of parameters.（4）Based on the single and multiple factor

关键词：双排地下连续墙结构参数基坑支护结构邻近船闸

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