SINTEF bokhandel

Fagbøker og rapporter fra SINTEF

Concrete innovation in Norway 2007–2014, COIN Final Seminar, Trondheim, Norway 2–3 December 2014
Workshop on Moisture in Concrete, Trondheim, Norway 6–7 February 2012 Measurement of moisture and relative humidity in concrete
Workshop on Manufactured Sand, Stavanger, Norway 20–21 October 2014
Workshop on Manufactured Sand, Stavanger, Norway 30~31 October 2008 FA: Competitive constructions SP 2.3 Production of high quality manufactured aggregate for concrete
Summary report. Production of high quality manufactured aggregate for concrete
Hardening accelerators for fly ash blended cement FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Experimental study on flexural ductility in over-reinforced lightweight aggregate concrete beams
Microstructure of clinker – fly ash interactions FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Alternative binders based on lime and calcined clay FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Confinement effect of fibres on the behaviour of lightweight aggregate concrete beams
Structural FRC – Design approach and experimental results FA 2 Competitive construction SP 2.2 Ductile high tensile strength concrete
Mikroproporsjonering med fillere fra Velde: Effekt av fillersammensetning på matriksens FA: Competitive constructions SP 2.3 Production of high quality manufactured aggregate for concrete
Flyplassdekke med maskinsand. Værnes APRON vest
Characterisation of fillers with plasticizers: Zeta Potential measurements FA: Competitive constructions SP 2.3 Production of high quality manufactured aggregate for concrete
Characterisation of fillers < 0.125 mm used in Case study Velde FA: Competitive constructions SP 2.3 Production of high quality manufactured aggregate for concrete
Practical methods to assess segregation risk of SCC on site FA: Competitive constructions SP 2.1 Robust and highly flowable concrete with controlled surface quality
Rheology of blended cements with superplasticizers FA: Environmentally friendly concrete structures SP 1.1 Binders with low emission and reduced resource consumption
Beregning av rissrisiko CrackTeSt COIN FA: Technical performance SP 3.1 Crack free concrete structures
Mechanical properties and calculation of model parameters. Concrete with Aalborg cement and variable fly ash content FA: Technical performance SP 3.1 Crack free concrete structures
Mechanical properties and calculation of model parameters. Concrete with Norcem cement and variable fly ash content FA: Technical performance SP 3.1 Crack free concrete structures
Temperature Development in On-Site Curing Boxes Technical performance SP 3.1 Crack free concrete structures
Betonginnovasjon i Norge Resultater fra forskningssenteret COIN (2007-2014)
Review report on dry and wet classification of filler materials for concrete State-of-the-art FA 2.3 High quality manufactured sand for concrete SP 2.3.1 Filler technology
Brukermanual for BetongGUI – analyse/karakterisering av porer på betongoverflater FA 2 Competitive constructions SP 2.1 Robust and highly flowable concrete with controlled surface quality
Durability of mortar with calcined marl as pozzolan 2 year results FA 1 Environmentally friendly concrete structures SP 1.1 Binders with low emission and reduced consumption
Durability of mortar with calcined marl as pozzolan FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Round Robin Test program on Energy Absorption Capacity of Round Panels according to Norwegian Concrete Associations Publication no 7:2011 FA 2 Competitive constructions SP 2.2 Ductile high tensile strength concrete
Stability of SCC – robustness for changes in water content and sand grading FA 2 Competitive constructions SP 2.1 Robust highly flowable concrete
Fly ash – Limestone Synergy in Ternary Cements FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Characterisation of concrete surfaces in Askimporten tunnel FA 2 Competitive constructions SP 2.1 Robust and highly flowable concrete with controlled surface quality
Ultra High Performance Fibre Reinforced Concrete (UHPFRC) – State of the art FA 2 Competitive constructions SP 2.2 Ductile high strength concrete
Physical properties of Norwegian mineral fillers investigated by different methods FA 2 Competitive constructions SP 2.1 High quality manufactured sand for concrete Keywords:
A preliminary study on using manufactured sand from Jelsa Quarry for the production of plastic concrete mixes FA 2 Competitive constructions SP 2.3 High quality manufactured sand for concret
Rheology of matrix and SCC with different mineral fillers and admixtures FA 2 Competitive constructions SP 2.1 High quality manufactured sand for concrete
Property development and cracking tendency in hardening concrete: Effect of cement type and fly ash content FA 3 Technical performance SP 3.1 Crackfree concrete structures
The effect of stabilization with either filler or chemical stabilizer on the surface quality of concrete elements FA 2 Competitive constructions SP 2.1 Robust highly flowable concrete
Rheological properties of stabilized SCC – using fillers, admixtures or a combination FA 2 Competitive constructions SP 2.1 Robust highly flowable concrete
Geopolymers – State of the art FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
LCA on case study – concrete FA 1 Environmentally friendly concrete SP Insulating and energy preserving concrete
Nordic Concrete rheology workshop – Trondheim, Norway 3–4 October 2011 FA 2 Competitive constructions SP 2.1 Robust highly flowable concrete and SP 2.3 High quality manufactured sand for concrete
Manufactured sand in concrete – effect of particle shape on workability FA 2 Competitive constructions SP 2.3 High quality manufactured sand for concrete
Hokksund Quarry – Review of the aggregate production FA 2 Competitive constructions SP 2.3 High quality manufactured sand for concrete
Classification and Particle Properties of Fine Aggregates (< 63µm) - Applied as concrete aggregate
Basis for and practical approaches to stress calculations and crack risk estimation in hardening concrete structures – State of the art FA 3 Technical performance SP 3.1 Crack free concrete structures
Post-occupancy evaluation of a recent energy efficient office building FA 1 Environmentally friendly concrete SP Insulating and energy preserving concrete
Forslag til retningslinjer for dimensjonering, utførelse og kontroll av fiberarmerte betongkonstruksjoner FA 2 Competitive constructions SP 2.2 High tensile strength all round concrete
Material properties influencing concrete residual bending strength – Experimental study FA 2 Competitive constructions SP 2.2 High tensile strength all round concrete
RILEM TC 219-ACS-P: Literature survey on performance testing FA 3.2 Service Life SP 3.2.4 Alkali aggregate reactions
Good details for concrete constructions in passive houses (Gode detaljer for betongkonstruksjoner i passivhus) FA 1.2 Insulating and energy preserving concrete SP 1.2.2 Atlas of good construction details for concrete structures to be used in the passive house concept
Stability of SCC – chemical stabilisers versus filler FA 2.1 Robust highly flowable concrete SP 2.1.4 Workability
Autogenous deformation and relative humidity Concrete with Aalborg Portland cement and fly ash FA 3.1 Crack free concrete structures SP 3.1.1 Early age cracking
International Round Robin Testing of Circular FRC slabs International Round Robin Testing of Circular FRC slabs. Reporting and Evaluation of Results from Norway and Belgium.
Corrosion Inhibitors – State of the art FA 3.2 Service life SP 3.2.5 Preventive measures
Influence of rheology on the pumpability of mortar Influence of rheology on the pumpability of mortar
Concrete ideas for Passive Houses FA 1 Environmental friendly concrete structures P 1.2 Utilisation of concrete in low energy building concepts
Design for improvement of acoustic properties COIN P 5 Energy efficiency comfort Sub P 5.2 Comfortable buildings and constructions
Fly ash in concrete. A literature study of the advantages and disadvantages COIN P 4 Operational service life design Sub P 4.4 Alkali aggregate reactions of concrete
Steel fibres in load – carrying concrete structures Guideline survey and practical examples
Pozzolana from minerals – State of the art COIN P1 Advanced cementing materials and admixtures SP 1.4F Alternative pozzolans
Fibre Reinforced Superlight Concrete: Testing of Materials and Full Scale Beams
Shore Approach. 26 years performance of high quality concrete in a marine environment Shore Approach. 26 years performance of high quality concrete in a marine environment COIN P 4 Operational service life SP 4.1 Modelling and prediction
Low porosity through optimized particle packing of concrete matrix Low porosity through optimized particle packing of concrete matrix COIN P1 Advanced cementing materials and admixtures SP 1.5 Low porosity/ permeability
Production and Utilisation of Manufactured Sand Production and Utilisation of Manufactured Sand State-of-the-art Report COIN P 2 Improved construction technology SP 2.5 Production of manufactured sand
Kloriddiffusjon i betong Kloriddiffusjon i betong. Vurdering av aldringseffekten ved felteksponering COIN P4 Operational service life design SP 4.1 Service life modelling
Night flushing and ceiling acoustic solutions Night flushing and ceiling acoustic solutions: The effect on summer thermal comfort and energy demand COIN P5 Energy efficiency comfort Sub P5.2 Comfort
Diffusion tight concrete - Preliminary study
Means of improving concrete construction productivity - State of the art
Modelling of reinforcement corrosion in concrete - State of the art
Critical chloride content in reinforced concrete
Pumping of concrete and mortar - State of the art
Stainless steel reinforcement in concrete structures - State of the art
Effect of surface treatment on chloride ingress and carbonation in concrete
Quality improvers in cement making - State of the art
Low water permeability through hybrophobicity
Klassifiseringsverktøy for forskalte betongflater (master) (Classification system for formed concrete surfaces)