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Neutron irradiation changes the behavior of construction materials such as strength and ductility, and thus structural design equations or their safety margins should accordingly be updated for the design of nuclear power plants (NPP) under irradiation.
Considering these points, in this study, the lysimeter test was conducted using six lysimeters to evaluate the size effect on leachate generation and leaching behavior of construction and demolition waste residue (C&D waste).
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"The unsafe behaviors of construction workers are often the immediate causes of construction accidents, but the underlying causation of such behaviors are not well understood," wrote three Chinese researchers in 2014.
A case study was implemented to prove that safety visualization systems can promote a better understanding of safe behavior on construction sites.
The obtained results show the feasibility of using natural and eco-friendly compounds to modify the behavior of traditional construction materials.
As this reinforcement detailing is not covered by standards, this paper presents an original experimental research program evaluating the structural behavior of such construction joints under shear stresses.
This paper discusses the failure mechanism of elevated concrete tanks with shaft and frame staging (supporting system) along with seismic behavior of these construction types.
This research focuses on the study of the thermal and fluid dynamic behavior of this construction system, paying particular attention to the description of the fluid turbulent structures induced by the solar radiation.
The prime novelty of this study is the experimental determination of the actual hygrothermal properties for different LWC mixes with material densities ranging from 900 to 1400 kg/m3, as well as the least squares best-fitting curves in order to obtain accurate mathematical expressions that permit us to optimize the hygrothermal behavior of new construction products made up of LWC.
After PhD, research focus tuned to the behavior of sustainable construction materials (Rammed Earth) and the reuse of dredged marine sediments.
The paper thus presents the results of a detailed numerical study based on finite element modeling and nonlinear static (pushover) analysis intended to quantitatively evaluate the influence of each technique on the seismic behavior of vernacular constructions and to better understand their structural role under seismic loading.
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