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Rice husk ash with high carbon content proves favourable for soil stabilization
Rice husk ash with high carbon content proves favourable for soil stabilization
Screen Perturbation
Screen Perturbation: Adversarial Attack and Defense on Under-Screen Camera
Tidal Wave Propagation in the Flat Basin Under Wind Monsoon Climate
Tidal Wave Propagation in the Flat Basin Under Wind Monsoon Climate
Effect of Activator Solutions on the Thixotropic Behavior of Alkali-Activated Slag Concrete
Effect of Activator Solutions on the Thixotropic Behavior of Alkali-Activated Slag Concrete
Cracking Potential of Alkali-Activated Concrete Induced by Autogenous Shrinkage
Cracking Potential of Alkali-Activated Concrete Induced by Autogenous Shrinkage
Hydrodynamics and Sediment Transport at a Seasonal Inlet and Its Adjacent Beach
Hydrodynamics and Sediment Transport at a Seasonal Inlet and Its Adjacent Beach: Cua Dai, Vietnam
Potential application of MSWI bottom ash as substitute material in Portland cement concrete: Filler or binder
Potential application of MSWI bottom ash as substitute material in Portland cement concrete: Filler or binder
A skills approach to growth of university spin-off firms: Export as an example
A skills approach to growth of university spin-off firms: Export as an example
Chloride penetration and microstructure development of fly ash concrete
Chloride penetration and microstructure development of fly ash concrete
The spatial flaws of new towns: Morphological comparison between a Chinese new and old town through the application of space syntax, spacematrix and mixed use index
The spatial flaws of new towns: Morphological comparison between a Chinese new and old town through the application of space syntax, spacematrix and mixed use index
Discussion of the evolution of the chloride migration coefficient of Portland cement concrete tested by the rapid chloride migration (RCM) test at long-term curing periods up to 5 years
Discussion of the evolution of the chloride migration coefficient of Portland cement concrete tested by the rapid chloride migration (RCM) test at long-term curing periods up to 5 years
Multiscale modeling scheme for cementitious materials
Multiscale modeling scheme for cementitious materials
Self-healing of cracks by using saturated calcium hydroxide solution to activate slag in slag cementitious materials
Self-healing of cracks by using saturated calcium hydroxide solution to activate slag in slag cementitious materials
Drying shrinkage of alkali-activated slag concrete with natural/recycled aggregates
Drying shrinkage of alkali-activated slag concrete with natural/recycled aggregates
Mitigating the autogenous shrinkage of alkali-activated slag by internal curing
Mitigating the autogenous shrinkage of alkali-activated slag by internal curing
The effects of capules on self-healing efficiency in cementitious materials
The effects of capules on self-healing efficiency in cementitious materials
A coupled transport-reaction model for simulating autogenous self-healing in cementitious materials. Part I: Theory
A coupled transport-reaction model for simulating autogenous self-healing in cementitious materials. Part I: Theory
Inorganic powder encapsulated in brittle polymer particles for self-healing cement-based materials
Inorganic powder encapsulated in brittle polymer particles for self-healing cement-based materials
Roughness Induced Boundary Layer Transition in Incompressible Flow
Roughness Induced Boundary Layer Transition in Incompressible Flow
A review: The strength influence factors of slag and fly ash based alkali activated materials
A review: The strength influence factors of slag and fly ash based alkali activated materials
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