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In construction projects, rocks containing potentially harmful elements (PHEs) may be excavated and treated for reuse. Thus, understanding the mechanisms of PHE release from excavated rocks that are to be reused is crucial. Embankments constructed using excavated rocks are primarily affected by exposure to dry-wet cycles. Herein, we aimed to 1) understand the causal relation between the surface alteration of excavated rocks caused by processes such as pyrite oxidation, fine granulation, and calcite and gypsum formation and changes in the PHE release from excavated rocks exposed to dry-wet cycles and 2) identify the changes causing variations in the amounts of different PHE species released from the involved excavated rocks. In the first month of the dry-wet cycles, pyrite oxidation, fine granulation, and gypsum formation were maximal. Progressive fine granulation with continuing dry-wet cycles led to further pyrite oxidation; however, no gypsum was formed after the first month. Fine granulation and gypsum formation did not change the amounts of PHE released. Arsenic, selenium, and cadmium were released from the excavated rocks as pyrite oxidation and fine granulation continued during dry-wet cycles. The amounts of arsenic and lead released during pyrite oxidation were minimized by iron-(hydr)oxides that precipitated, whereas the amounts of released selenium and cadmium, present in soluble forms, were not reduced. The continuous pyrite oxidation and fine granulation mainly controlled the phases of PHE and their release. Overall, the findings suggest that the changes in the amount of PHEs released due to surface alteration after the reuse of excavated rocks must be considered when evaluating their environmental risks.
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http://dx.doi.org/10.1016/j.scitotenv.2025.180153 | DOI Listing |
J Environ Manage
August 2025
Environmental Management Research Institute, National Institute of Advanced Industrial Science and Technology (AIST), 16-1 Onogawa, Tsukuba, 305-8569, Japan.
Although indigenous microbial communities in excavated waste rocks reduce selenium (Se) in lactate-amended anaerobic incubations, their adaptabilities to the realistic redox conditions are largely unknown. Here, responses of the microbial communities to the water contents and atmospheric oxic/anoxic compositions, as redox controlling factors, of batch incubations amended with Se and lactate were investigated by chemical and molecular biological analyses. Decreases in dissolved Se and lactate with production of acetate and hydrogen were found in all the incubations.
View Article and Find Full Text PDFSci Total Environ
August 2025
Department of Agricultural Chemistry, School of Agriculture, Meiji University, 1-1-1, Higashimita, Tama, Kawasaki, Kanagawa 214-8571, Japan. Electronic address:
In construction projects, rocks containing potentially harmful elements (PHEs) may be excavated and treated for reuse. Thus, understanding the mechanisms of PHE release from excavated rocks that are to be reused is crucial. Embankments constructed using excavated rocks are primarily affected by exposure to dry-wet cycles.
View Article and Find Full Text PDFNature
August 2025
Australian Research Centre for Human Evolution, Griffith University, Brisbane, Queensland, Australia.
The dispersal of archaic hominins beyond mainland Southeast Asia (Sunda) represents the earliest evidence for humans crossing ocean barriers to reach isolated landmasses. Previously, the oldest indication of hominins in Wallacea, the oceanic island zone east of Sunda, comprised flaked stone artefacts deposited at least 1.02 ± 0.
View Article and Find Full Text PDFSci Rep
August 2025
School of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an, 710054, China.
As tunnel engineering in western China advances deeper underground, it encounters increasing issues of high ground temperature and high water pressure. To study the mechanical properties of unloading sandstone under the combined effects of temperature and pore water pressure, triaxial unloading and reloading experiments were conducted on sandstone under different temperatures, pore water pressures, and confining pressures. The results showed: (1) The peak strength of unloading sandstone decreases with increasing temperature and pore water pressure.
View Article and Find Full Text PDFMaterials (Basel)
June 2025
College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China.
The escalating disasters caused by the movement of shallow buried strata in China's western mining areas are increasingly threatening operational safety. A critical issue in ensuring secure mining practices in these areas is the creep failure of weakly cemented soft rock under low-stress conditions. The unique particle contact mechanisms in weakly cemented mudstone, combined with the persistence of the cemented materials and the particulate matter they form, lead to mechanical responses that differ significantly from those of typical soft rocks during loading.
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