Numerical investigation of the seepage mechanism and characteristics of soil-structure interface by CFD-DEM coupling method

Interfacial seepage on soil-structure interface is common in water-related engineering, such as dam, culvert, water tunnel, foundation pit, etc. As a weak part in the project, seepage failure on soil-structure interface has caused many project accidents. However, there are few studies on the seepage mechanism analysis of soil-structure interface. In this paper, a series of numerical tests of interfacial seepage are carried out using CFD-DEM coupling method. The seepage mechanism and characteristics of different soil layers in the seepage de -vice are analyzed and a formula for calculating the critical hydraulic gradient of the interface is discussed. The main conclusions are as follows: (1) The seepage flow on soil-structure interface will go through three stages: stability stage, transition stage and particle erosion stage; (2) The porosity and flow velocity of soil on the interface are greater than those in the far-field soil at the beginning of seepage flow; (3) The particle erosion on the soil-structure interface occurs earlier and the erosion degree is more serious than that of the far-field soil; (4) The critical hydraulic gradient of the interface rises nonlinearly with the increase of the degree of soil compaction; (5) The formula for calculating the critical hydraulic gradient of the interface could predict the numerical test results well.

Automated summary

In this paper, a series of numerical tests on interfacial seepage using CFD-DEM coupling method were conducted. The seepage mechanism and characteristics of different soil layers in the seepage device were analyzed and a formula for calculating the critical hydraulic gradient of the interface was discussed. The main conclusions are: (1) the seepage flow on the soil-structure interface goes through three stages: stability stage, transition stage, and particle erosion stage; (2) the porosity and flow velocity of soil on the interface are greater than those in the far-field soil at the beginning of seepage flow; (3) particle erosion on the soil-structure interface occurs earlier and is more severe than that of the far-field soil; (4) the critical hydraulic gradient of the interface rises nonlinearly with the increase of soil compaction degree; (5) the formula for calculating the critical hydraulic gradient of the interface could predict the numerical test results well.