Experimental study on soil-water characteristics and strength characteristics of complete-intense weathering mudstone in seasonal frozen area

• Published in: PloS one 2023-05, Vol.18 (5), p.e0285484-e0285484
• Main Authors: Guo, Haotian, Zhou, Runjian, Sun, Chao, Lin, Yuli, Wang, Zhe
• Format: Article
• Language: English
• Subjects: Argillaceous rocks; Clay; Confining; Construction; Deformation; Drainage; Engineering; Engineering and Technology; Environmental aspects; Evaluation; Friction; Internal friction; Matric suction; Mechanical properties; Medicine and Health Sciences; Membrane permeability; Moisture content; Moisture effects; Mudstone; Parameters; Permeability; Physical Sciences; Pressure; Rocks; Safety engineering; Seasons; Shear strength; Shear stress; Shear tests; Shearing; Soil; Soil formation; Soil moisture; Soil permeability; Soil testing; Soil water; Soils; Strain hardening; Test methods; Water; Water content; Weather; Weathering
• ISSN: 1932-6203; 1932-6203
• DOI: 10.1371/journal.pone.0285484

To study the soil-water characteristics and shear strength of unsaturated complete-intense weathering mudstone, the soil-water characteristic curve of complete-intense weathering mudstone and the matric suction of mudstone samples under natural state were measured. This measurement was through a soil-water characteristic test using a pressure plate instrument. Based on the results of soil-water characteristic test, an unsaturated (saturated) triaxial shear test was carried out. Under different temperatures and confining pressure conditions, the shear strength and deformation characteristics of complete-intense weathering mudstone under natural water content and saturation conditions were investigated. The results show that the percentage of silt and clay in unsaturated complete-intense weathering mudstone in natural state is relatively high, with the mudstone having less sand, and a weak permeability and exhibiting a significant capillary phenomenon. The complete-intense weathering mudstone with a natural moisture content of 19.15% has a matric suction of 210 kPa. When the temperature is constant, the shear stress of the sample increases with the increase of confining pressure. When the temperature decreases from 0 to -20°C, the influence of confining pressure on the rock samples gradually decreases. The rock sample has the property of strain hardening during shearing. Under the same matric suction, the total cohesion increases with the decrease of temperature. At a positive temperature, the effective internal friction angle increases with the decrease of temperature. At a negative temperature, the lower the temperature, the smaller the effective internal friction angle. The test of shear strength parameters of saturated complete-intense weathering mudstone is simple and conservative. In practical engineering, the basic properties of unsaturated complete-intense weathering mudstone can be predicted by testing the shear strength parameters of saturated complete-intense weathering mudstone. The results of the study are important for better understanding the nature of unsaturated complete-intense weathering mudstone and improving the safety of engineering construction in complete-intense weathering mudstone areas.