Rheological Properties of Argillaceous Intercalation under the Combination of Static and Intermittent Dynamic Shear Loads

The construction and long-term operation stage of the rock slope with argillaceous interlayer will be subjected to intermittent dynamic loads, such as blasting earthquake. For in slope, its rheological properties are not only related initial stress state caused by gravity overlying mass but also affected loads. In order investigate intercalation under combination static shear tests argillic intercalated soil samples shear, cyclic were carried out, deformation characteristics different conditions analyzed. results show that when specimens process disturbed shearing load, disturbances might have no remarkable influence on if comparatively low. However, low-intensity accelerate remarkably was close their strength. There a threshold failed cycling which is determined sum peak. slopes controlled weak structural planes influenced vibrations, transient stability should comprehensively