Industrigolv av betong Betonggolv i industribygg Oppbygging, prosjektering, utførelse
kr 390,00
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
Characterisation of concrete surfaces in Askimporten tunnel FA 2 Competitive constructions SP 2.1 Robust and highly flowable concrete with controlled surface quality
Fly ash – Limestone Synergy in Ternary Cements FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Durability of mortar with calcined marl as pozzolan FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Temperature Development in On-Site Curing Boxes Technical performance SP 3.1 Crack free concrete structures
Ultra High Performance Fibre Reinforced Concrete (UHPFRC) – State of the art FA 2 Competitive constructions SP 2.2 Ductile high strength concrete
Beregning av rissrisiko CrackTeSt COIN FA: Technical performance SP 3.1 Crack free concrete structures
Rheology of blended cements with superplasticizers FA: Environmentally friendly concrete structures SP 1.1 Binders with low emission and reduced resource consumption
Mikroproporsjonering med fillere fra Velde: Effekt av fillersammensetning på matriksens FA: Competitive constructions SP 2.3 Production of high quality manufactured aggregate for concrete
Stability of SCC – robustness for changes in water content and sand grading FA 2 Competitive constructions SP 2.1 Robust highly flowable 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:
Workshop on Manufactured Sand, Stavanger, Norway 30~31 October 2008 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
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
Characterisation of fillers with plasticizers: Zeta Potential measurements FA: Competitive constructions SP 2.3 Production of high quality manufactured aggregate for concrete
Structural FRC – Design approach and experimental results FA 2 Competitive construction SP 2.2 Ductile high tensile strength concrete
Alternative binders based on lime and calcined clay FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Microstructure of clinker – fly ash interactions FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Hardening accelerators for fly ash blended cement FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Klassifiseringsverktøy for forskalte betongflater (master) (Classification system for formed concrete surfaces)
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.
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
Kloriddiffusjon i betong Kloriddiffusjon i betong. Vurdering av aldringseffekten ved felteksponering COIN P4 Operational service life design SP 4.1 Service life modelling
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
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
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
Pozzolana from minerals – State of the art COIN P1 Advanced cementing materials and admixtures SP 1.4F Alternative pozzolans
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
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
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
Stability of SCC – chemical stabilisers versus filler FA 2.1 Robust highly flowable concrete SP 2.1.4 Workability
Corrosion Inhibitors – State of the art FA 3.2 Service life SP 3.2.5 Preventive measures
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
RILEM TC 219-ACS-P: Literature survey on performance testing FA 3.2 Service Life SP 3.2.4 Alkali aggregate reactions
Material properties influencing concrete residual bending strength – Experimental study FA 2 Competitive constructions SP 2.2 High tensile strength all round concrete
Post-occupancy evaluation of a recent energy efficient office building FA 1 Environmentally friendly concrete SP Insulating and energy preserving concrete
Hokksund Quarry – Review of the aggregate production FA 2 Competitive constructions 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
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
LCA on case study – concrete FA 1 Environmentally friendly concrete SP Insulating and energy preserving concrete
Geopolymers – State of the art FA 1 Environmentally friendly concrete SP 1.1 Low carbon-footprint binder systems
Rheological properties of stabilized SCC – using fillers, admixtures or a combination FA 2 Competitive constructions SP 2.1 Robust highly flowable concrete
Rheology of matrix and SCC with different mineral fillers and admixtures FA 2 Competitive constructions SP 2.1 High quality manufactured sand for concrete