Soil desiccation cracking typically exhibits a hierarchical structure in homogeneous materials but is often disrupted by inherent heterogeneities. The processes governing the degradation and potential recovery of this hierarchy remain poorly understood. This study investigates these mechanisms using an advanced three-dimensional discrete-element method (DEM) model that explicitly simulates surface evaporation and internal moisture transfer to simulate sequential crack propagation. By introducing non-shrinkable inclusions at varying contents (0–30%) to represent heterogeneity, it is revealed that increased inclusion content degrades the hierarchical pattern, shifting crack initiation to multiple points and favouring Y-shaped junctions (∼120°) over perpendicular intersections. A critical inclusion content of 10% is identified, marking the threshold where stress influence zones of inclusions significantly overlap. Below this threshold, initial hierarchy loss can recover during subsequent drying. Once exceeded, the hierarchical breakdown is permanent. The degradation and recovery of hierarchy are fundamentally governed by the evolution of the internal tensile stress field, which transitions between a progressive state (promoting hierarchy) and a concentrated state (disrupting it). These findings provide novel micromechanical insights into cracking patterns and advance the predictive modelling of desiccation cracking in natural, heterogeneous soils.
The tensile strength properties and the initiation and propagation of tensile cracks within micritic bioclastic limestone–which forms the surrounding rock mass at the tunnel exit of the Altash Water Conservancy Project–pose a threat to engineering stability. To investigate the differences in tensile strength and stress...
Zu-Guo Mo, Maojun Huang, Yong Wu et al.· Frontiers in Built Environme...· 0 citations
Clay-bearing sandstones used in the construction of historic monuments, churches, and castles are highly susceptible to contour scaling, which manifests as fractures parallel to the exposed facades. Repeated wetting–drying cycles accelerate material degradation through stiffness reduction and hygric deformation induced...
You-yuan Wang, F. Wittel· Materials Structure· 0 citations
To elucidate the long-term degradation mechanism of basalt-fiber-reinforced concrete (BFRC) subjected to acid rain corrosion, this study conducted mechanical tests on BFRC specimens with a fiber content of 0.15% under simulated acid rain (pH = 3.0) over 0–120 corrosion cycles. Results reveal a nonlinear evolution in bo...
Xinzhong Wang, Linshu Li, Mei Wei et al.· Coatings· 0 citations
Foamed lightweight soil (FLS) subgrades in cold regions are highly susceptible to temperature-induced shrinkage cracking, compromising long-term durability. This study investigates the coupled effects of silty clay content, temperature cycling, and service temperature range on FLS shrinkage behavior and crack evoluti...
Hong-Huan Cui, Hongyan Guo, HuiZhen Wu et al.· Journal of cold regions engi...· 0 citations