Specific ion effects on the soil shear strength and clay surface properties of collapsing wall in Benggang

Benggangs are a special type of soil erosion in the hilly granite regions of the tropical and subtropical areas of Southern China. They cause severe soil and water loss, which can severely deteriorate soil quality and threat to the local ecological environment. Soils (red soil, sandy soil and detritus soil) were collected from collapsing wall of a typical Benggang in Changting County of Fujian Province, and their physicochemical and mineralogical properties were analyzed. Five different monovalent cations were used to saturate the soil samples to examine the specific ion effects on the shear strength and clay surface properties. Red soil had a higher clay content, plastic limit, liquid limit and shear strength than sandy soil and detritus soil. The studied soils mainly consisted of kaolinite, hydroxy-interlayer vermiculite, illite and gibbsite clay minerals. The soils saturated with K⁺, NH₄ ⁺and Cs⁺ had greater cohesion than the Li⁺- and Na⁺-saturated soils, e.g., the cohesion of the red soil saturated with Li⁺, K⁺, NH₄ ⁺ and Cs⁺ cations were 1.05, 1.23, 1.45 and 1.20 times larger than that of the Na⁺-saturated soil, respectively. While the internal friction angle was slightly different, which indicated that different monovalent cations affected the shear strength differently. K⁺-, NH₄ ⁺- and Cs⁺-saturated clay particles had higher zeta potentials and thinner shear plane thicknesses than Li⁺- and Na⁺-saturated clay particles and showed strong specific ion effects on the clay surface properties. The changes in clay surface properties strongly affected the soil mechanical properties. Soils saturated with K⁺, NH₄ ⁺ and Cs⁺ could increase the shear strength, and then increase the stability of the collapsing wall, thus might decrease the erosion intensity of Benggang. The results provide a scientific basis for the interpretation of and practical treatment of Benggang.