Influence of Rainfall‐Induced Erosion on the Stability of Sandy Slopes Treated by MICP

As an environmentally friendly technology, microbially induced calcite precipitation (MICP) is widely used to improve the engineering properties of soil. The goal of this study was to investigate the effect of rainfall‐induced erosion on the stability of sandy slopes which were treated by MICP technology. The observation of the erosion pattern of low concentration (0.25 M Ca) and high concentration (0.5 M Ca) of MICP‐treated slopes, the mechanical behaviors of MICP‐treated and cement‐treated samples, and the effects of rainfall‐induced erosion on the roughness of 0.5 M Ca MICP‐treated and 10% cement‐treated slope were studied through visual observation, unconfined compressive tests, and roughness tests. For the 0.25 M Ca MICP‐treated sample, surface erosion was found to occur soon after the start of the rainfall erosion test, while for the 0.5 M Ca MICP‐treated sample, the slope surface remained intact after exposing to the rainfall for 24 hours. Through unconfined compressive tests, it can be concluded that the 0.5 M Ca MICP treatment achieved a high strength, which was similar to 10% cement‐treated sand. The roughness test results showed that the surface of 0.5 M Ca MICP‐treated slope looked smoother than the uneroded surface after 24‐h rainfall‐induced erosion. On the contrary, the surface of the 10% cement‐treated slope became rougher after 24‐h rainfall‐induced erosion. These results indicated that the MICP‐treated sandy slope had lower resistance against rainfall‐induced erosion compared to the cement‐treated sandy slope.