Ground granulated blast furnace slag (GGBS), calcium carbide slag (CS), and phosphogypsum (PG) were combined in a mass ratio of 60:30:10 (abbreviated as GCP) to solidify dredged sludge (DS) with high water content. The long-term strength characteristics of solidified DS under varying curing agent dosage and initial water contents, as well as its durability under complex environmental conditions, were investigated via a series of mechanical and microstructural tests. The superior performance of GCP-solidified DS (SDS-G) in terms of strength and durability was demonstrated in comparison to solidified DS using ordinary Portland cement (SDS-O). The results indicated that the unconfined compressive strength (UCS) of SDS-G was approximately 3.0-4.5 times greater than that of SDS-O at the same dosage and curing ages, exhibiting a consistent increase in strength even beyond 28 days of curing. Additionally, the strength and deformation modulus (E50) of SDS-G increased initially and then decreased during wet-dry cycles, with reductions in mass, volume, and strength significantly were smaller than those observed in SDS-O. Furthermore, the reductions in UCS and E50 induced by freeze-thaw cycles were considerably smaller for SDS-G than for SDS-O, with strength losses of 50.7 % and 88.3 %, respectively, after 13 freeze-thaw cycles. X-ray diffraction (XRD) and scanning electron microscopy (SEM) analyses revealed that the enhancements observed in SDS-G were attributed to the formation of ettringite (AFt), which effectively fills larger pores between agglomerated soil particles, thereby creating a denser and more stable microstructure in conjunction with hydrated calcium aluminosilicate (C- (A)-S-H) gels.

The study explores the aftermath of a wastewater reservoir failure in a phosphate fertilizer industry, resulting in the release of acidic water containing phosphorus and sulfate compounds into the Ashalim stream's Nature Reserve in the Judean desert, which affected the soil surface biological crusts (biocrusts) layer. The study aims to examine contamination effects on biocrusts over 3 years at two research sites along the stream, compare effects between contaminated sites, assess rehabilitation treatments, and examine their impact on soil characteristics. Hypotheses suggest significant damage to biocrusts due to acidic water flow, requiring human intervention for accelerated restoration. The results indicate adverse effects on biocrust properties, risking its key role in the desert ecosystem. The biocrust layer covering the stream's ground surface suffered significant physical, chemical, and biological damage due to exposure to industrial process effluents. However, soil enrichment treatments, including biocrust components and organic material, show promising effects on biocrust recovery.

Industrial by-products have a broad application prospect in sustainable soft soil treatment. The applicability and characteristics of a cement-slag-phosphogypsum based ternary cement (TC) are investigated for solidifying soft clay to create a crust layer. The strength and load-bearing behaviors of the solidified crust are characterized using unconfined compressive strength (UCS), triaxial compression, and small-scale loading tests. The ascending trends in UCS with increasing binder content (Cb) differ between TC solidified clay and cement solidified clay, and the UCS ratio between them increases with Cb. Besides, the failure strain and secant modulus of TC solidified clay have functional relationships with UCS, and the same functions work for cement solidified clay as well. In triaxial compression tests, the relationship curves of the deviatoric stress and excess pore water pressure with axial strain change to present more significant shear dilation characteristics as Cb rises from 6% to 8%, along with a sharp rise in the friction angle, suggesting the solidification performance improved to a higher level. The results of small-scale loading tests show that the ultimate bearing capacity (pu) increases with Cb and crust thickness (h), along with the potential crust failure mode transiting from punching to bending failure; the pu gets a sharp rise as Cb and h are just raised high enough to ensure the crust integrality. In more details, it is suggested to prioritize the effective solidification critical for stress spreading before enlarging h in order to achieve higher pu. Finally, TC has been applied and proven effective in engineering practice.

The soft clay layers are widely distributed in Southeast China, and the soft clay is of very poor engineering property. The properties of soft clay needs to be improved in advance when the engineering construction projects are carried out. In this paper, mineral powder and fly ash were mixed with cement as the curing agent, and gypsum was used as the activator to stabilize the soft clay. A series of unconfined compressive strength tests and direct shear tests were conducted to investigate the strength of stabilized soil with different ratio. The test results showed that the increase of gypsum content could largely improve the strength of the stabilized soil, while the increase of mineral powder and fly ash did not have a large effect on the strength of stabilized soil. The increase of strength of stabilized soil with curing time was similar to that of cemented soil, and the deformation modulus was about 30.2-119.7 times of unconfined compressive strength. The strength of stabilized soil reached the peak value in this research when the ratio of cement clinker to mineral powder was 6:4, fly ash content was 7.5%, and gypsum content was 20%. The maximum strength of stabilized soil was 994 kPa after being cured for 28 days, which was 2.7 times the strength of cemented soil. There was an obvious linear relationship between unconfined compressive strength and cohesion of stabilized soil, which could be expressed as c = 0.21q(u).