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The discrete element method (DEM) was used to simulate the flow characteristic and strength characteristic of the conditioned sands in the earth pressure balance (EPB) tunneling. In the laboratory the conditioned sands were reproduced and the slump test and the direct shear test of the conditioned sands were implemented. A DEM equivalent model that can simulate the macro mechanical characteristic of the conditioned sands was proposed, and the corresponding numerical models of the slump test and the shear test were established. By selecting proper DEM model parameters, the errors of the slump values between the simulation results and the test results are in the range of 10.3%–14.3%, and the error of the curves between the shear displacement and the shear stress calculated with the DEM simulation is 4.68%–16.5% compared with that of the laboratory direct shear test. This illustrates that the proposed DEM equivalent model can approximately simulate the mechanical characteristics of the conditioned sands, which provides the basis for further simulation of the interaction between the conditioned soil and the chamber pressure system of the EPB machine.  相似文献
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粉煤灰免振捣高性能混凝土的研究应用   总被引:1,自引:0,他引:1  
运用正交试验方法探讨了免振捣混凝土工作性和强度的规律,研制出了C50 和C60 级免振捣混凝土,并在工程中得到应用。  相似文献
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