Wang Hongming, Liu Zhikui, Li Shanmei, Yang Huajian
College of Civil Engineering and Architecture, Guilin University of Technology, Guilin, 541004, China.
Department of Construction Engineering, Guizhou Light Industry Technical College, Guiyang, 550000, China.
Sci Rep. 2024 Dec 3;14(1):30018. doi: 10.1038/s41598-024-81627-0.
Guilin is a world-famous karst area characterized by a high concentration of Ca in its groundwater. The disintegration of red clay plays a key role in the collapse of soil caves. In order to study the disintegration mechanisms of unsaturated red clay in Ca solution, disintegration tests were conducted using a self-made disintegration apparatus. The soil samples are placed on the sieve plate of the disintegration apparatus, and a tensile meter records the real-time change of samples mass to calculate the disintegration rate. XRD analysis and filter paper method were employed to determine the mineral composition and matric suction of red clay, respectively. The results show that the matric suction decreases with increasing moisture content and increases with the void ratio. When the matric suction exceeds 965 kPa, disintegration is markedly intense, and the disintegration rate shows no significant correlation with Ca concentration. When the matric suction is below than 965 kPa, the disintegration rate increases from 0.057 to 3.027 g/s with the increase of Ca concentration. The disintegration of red clay with high matric suction is primarily attributed to the rapid ingress of water molecules and the compression of air due to matric suction, resulting in tensile stress. The disintegration of red clay with low matric suction is primarily caused by the reduction in the diffusion layer thickness of clay particles and the weakening of interparticle attraction due to Ca.
桂林是世界著名的岩溶地区,其地下水富含高浓度的钙。红黏土的崩解在土洞坍塌中起关键作用。为研究非饱和红黏土在钙溶液中的崩解机制,采用自制崩解仪进行崩解试验。将土样置于崩解仪的筛板上,用拉力计记录试样质量的实时变化以计算崩解速率。分别采用XRD分析和滤纸法测定红黏土的矿物成分和基质吸力。结果表明,基质吸力随含水量增加而降低,随孔隙比增大而增大。当基质吸力超过965kPa时,崩解明显剧烈,崩解速率与钙浓度无显著相关性。当基质吸力低于965kPa时,崩解速率随钙浓度增加从0.057g/s增大至3.027g/s。高基质吸力红黏土的崩解主要归因于水分子的快速进入和基质吸力导致的空气压缩,从而产生拉应力。低基质吸力红黏土的崩解主要是由于黏土颗粒扩散层厚度减小以及钙导致的颗粒间吸引力减弱所致。