The shrinkage crack characteristics of jute fiber-modified clay under wet-dry cycle conditions

Abstract

The development pattern of shrinkage cracks in sandy clay under dry wet cycling conditions is relatively complex. This study employed indoor experiments and image analysis methods to explore the inhibition mechanism of jute fiber on drying shrinkage cracks in sandy clay under dry wet cycling conditions. The results demonstrated that the jute fiber effectively inhibits crack propagation through friction, overlap, and anchoring mechanisms. Notably, increasing the fiber content can considerably reduce soil crack rate and crack width and promote the micro crack formation. The water absorption capability of jute fiber helps to evenly distribute water in the soil, thereby slowing down the evaporation rate and limiting crack formation. For instance, the addition of 0.6 % jute fiber led to a decrease in its crack rate and average crack width by 15.4 % and 53.3 %, respectively, compared to pure clay. Furthermore, after 5 cycles of wet-dry cycles, the crack rate and average crack width of sandy clay with different dosages decreased by 65–80 % and 69–75 %, respectively. This study provides a theoretical basis and technical support for incorporating jute fiber in clay improvement, which is immensely significant for enhancing the durability and stability of clay in engineering applications.