Due to seasonal climate alterations, the microstructure and permeability of granite residual
soil are easily affected by multiple dry-wet cycles. The X-ray micro computed tomography …

对花岗岩残积土开展反复干湿循环下的三轴固结不排水(CU) 剪切试验与核磁共振成像(MRI)
扫描试验, 通过应力–应变关系, 抗剪强度参数, 孔隙体积含量等指标, 评价炎热多雨气候对土体 …

This study evaluates the effects of post-compaction wetting–drying (WD) process, freeze–
thaw (FT) cycles and cement content (CC) on the microstructure, volumetric strain (ε v), soil …

This paper investigates the volumetric, microstructural, and shear behaviours of an
expansive soil during multiple drying-wetting (DW), freeze–thaw (FT), and drying-wetting …

The significance of velocity–resistivity relationships has been utilized in various geologic
terrains and under different conditions. The approach is yet to be exploited in tropical …

Granite residual soil (GRS) is sensitive to variations in humidity and regularly experiences
wetting–drying (DW) cycles in naturally seasonal climates. It is therefore necessary to …

For undisturbed loess with water sensitivity and dynamic vulnerability, which is often in a
state of damage accumulation due to the influence of natural factors (the fluctuation of …

This paper addresses a soil bio-stabilization technique using bacterial enzyme-induced
calcium carbonate precipitation (BEICP) as an alternative to previous conventional methods …

The desiccation cracking of expansive soil plays a crucial role in the structural integrity and
long-term stability of infrastructure foundations. While the occurrence of surface cracks and …

Cyclic action of wetting-drying-freezing-thawing (WDFT) is an important factor for damages
of canals in seasonally frozen regions, which should be taken into account for relevant …