Water-Rock Interaction is a hot topic in geotechnical engineering and related disciplines. Some achievements have been made in the study on the deterioration of mechanical properties and rock dilatancy of argillaceous dolomite by dry-wet and freeze-thaw cycle tests. The following conclusions are drawn through the analysis of the test results. (1) the strength deterioration of the argillaceous dolomite is obviously uneven under the action of dry-wet and freeze-thaw cycle. Under 60 cycles, dry-wet cycle has a greater impact on rocks than freeze-thaw cycle. The total deterioration of the compressive strength of rock samples subjected to 60 freeze-thaw cycles will increase with increasing in confining pressure. Under the action of dry-wet and freeze-thaw cycles, the stress ratio between the yield point (dilantancy point) and the peak point-confining pressure showed a significant linear correlation. Under sixty times cycles test, when confining pressure is low, Poisson"s ratio of dry-wet cyclic sample is greater than Poisson"s ratio of freeze-thaw cyclic sample. When confining pressure is high, modulus of deformation of freeze-thaw cyclic sample is greater than modulus of deformation of dry-wet cyclic sample.