Zobrazeno 1 - 10
of 41
pro vyhledávání: '"Qi-Teng Zheng"'
Publikováno v:
Case Studies in Construction Materials, Vol 19, Iss , Pp e02513- (2023)
The by-products generated during the recycling of construction and demolition (C&D) waste, namely waste residue (WR) and dust powder (DP), are typically regarded as low-quality waste and subjected to landfill disposal. These by-products account for a
Externí odkaz:
https://doaj.org/article/90bde8ddfb204bc69d1d427050657b0d
Publikováno v:
Geoenvironmental Disasters, Vol 8, Iss 1, Pp 1-16 (2021)
Abstract During the operation of landfills, leachate recirculation and aeration are widely applied to accelerate the waste stabilization process. However, these strategies may induce high pore pressures in waste, thereby affecting the stability of th
Externí odkaz:
https://doaj.org/article/95a96a2155034ed0805ba84ca52b4546
Publikováno v:
Japanese Geotechnical Society Special Publication. 9:169-174
Publikováno v:
Géotechnique. 71:826-842
To describe the long-term coupled behaviour of landfilled municipal solid waste (MSW), this paper proposes a numerical model based on the theories of the conservation of mass, momentum and energy of porous media over a three-phase solid–liquid–ga
Publikováno v:
Acta Geotechnica. 17:993-1008
A geosynthetic liner system that consists of geomembrane (GMB) and geosynthetic clay liner (GCL) is vital for landfill stability analysis and it is essential to investigate the shear characteristics of GMB/GCL interface. This paper introduces a new d
Publikováno v:
Computers and Geotechnics. 156:105318
Publikováno v:
Geotextiles and Geomembranes. 49:593-603
The composite liner system consisting of geomembrane (GMB) and geosynthetic clay liner (GCL) has been widely used in landfills. Although there have been a lot of studies on the monotonic shear behavior of GMB/GCL composite liner, the dynamic test dat
Publikováno v:
Applied Mathematical Modelling. 89:1491-1516
The vertical, rocking and horizontal vibrations of a rigid disk on multi-layered soils are studied by using a coupled approach of stiffness matrix method and “integral equation method”. Considering groundwater level, the layered soils consist of