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This paper investigates the effects of degrees of compaction (initial dry unit weights), recirculation liquid and rate, and environmental temperature on the long-term physical, geotechnical, and biochemical properties of municipal solid wastes (MSWs) biodegraded for approximately 800 days. Four field bioreactors were filled with fresh MSWs collected from a landfill site. Three laboratory bioreactors were filled with synthetic MSWs with the composition same as that used in the field bioreactors. The bioreactors were recirculated with water or leachate at different rates. Compared to water recirculation, leachate recirculation further promotes the settlement of the MSWs and methane generation. Increasing the recirculation rate does not significantly increase the settlement of the MSWs. The biocompression ratio increases with the environmental temperature. The MSWs with lower dry unit weights are more sensitive to the change in temperature, especially with leachate recirculation. However, opposite to common sense, the decomposition of MSWs may not significantly contribute to the settlement after analysing the relationship between the degrees of biodegradation and settlement of the MSWs. Over 90 % of the settlement during the test period was completed within 25 % degrees of biodegradation. The major change in the physical, geotechnical, and biochemical properties occurs at low (less than20 %) degrees of biodegradation. A new equation is proposed to describe the nonlinear variation in the methane generation rate. The modelled methane generation rate and accumulated volume of methane well match the test results from the laboratory scale bioreactors and other studies.
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http://dx.doi.org/10.1016/j.wasman.2023.01.018 | DOI Listing |
Sci Rep
August 2025
Earthquake Monitoring Center, Sultan Qaboos University, PC: 123 Al Khoudh, Muscat, Oman.
This study presents a cutting-edge framework for assessing earthquake vulnerability and risk in residential areas of Al-Seeb, Muscat Governorate (Sultanate of Oman). Drawing upon a rich dataset encompassing seismic, geotechnical, structural, environmental, and socioeconomic parameters, thematic vulnerability maps were developed using a GIS-based analytic hierarchy process (GIS-AHP). These were systematically integrated to produce comprehensive risk matrices.
View Article and Find Full Text PDFMaterials (Basel)
August 2025
School of Transportation and Civil Engineering, Shandong Jiaotong University, Jinan 250357, China.
The applicability of similar materials is a key factor affecting the results of geomechanical model tests. In order to investigate the multi-physical field evolution mechanism of surrounding rocks during water inrush disasters in tunnels crossing fault zones, based on the similarity theory of geomechanical model tests, the physical-mechanical parameters of a prototype rock's mass were first analyzed for similarity, and the target values of similar materials were determined. Secondly, using sand as coarse aggregate, talcum powder as fine aggregate, gypsum and clay as binders, and Vaseline as a regulator, a fault-simulating material suitable for model tests was developed through extensive laboratory experiments.
View Article and Find Full Text PDFEnviron Sci Pollut Res Int
August 2025
Department of Civil Engineering, Federal University of Campina Grande, Campina Grande, Brazil.
Landfill final cover soils play a vital role in mitigating landfilled waste-derived methane emissions by functioning as barriers between the waste mass and the atmosphere. However, assessing their effectiveness, particularly in semi-arid climates, remains a challenge due to unique weather conditions. This study investigates the aspects influencing methane emissions through the final cover of a full-scale landfill cell (106 m × 118 m footprint, 18 m height) in the Brazilian semi-arid region during 450-480 days post-closure.
View Article and Find Full Text PDFPLoS One
August 2025
Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China.
Coseismic landslides are among the most perilous geological disasters in hilly places after earthquakes. Precise assessment of coseismic landslide susceptibility is crucial for forecasting the effects of landslides and alleviating subsequent tragedies. This research formulates a comprehensive landslide hazard assessment model by integrating the Newmark physical model with machine learning techniques.
View Article and Find Full Text PDFPLoS One
August 2025
Department of Structural Engineering, Faculty of Engineering, Zagazig University, Zagazig, Egypt.
The increasing frequency of extreme weather events and climate change can substantially impact the collapse phenomenon and other challenges associated with the deformation of foundation soils. These can also affect soil moisture regimes, particularly soil suction. The global engineering and geotechnical hazards related to the deformation of foundation soil collapsibility require immediate attention from engineers.
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