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  • 51.
    Bergström, Sven G
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Temperaturbuckling hos cirkulärcylindriska stålskal kringgjutna med betong.1946Report (Refereed)
  • 52.
    Bergström, Sven G
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Temperaturspänningar i betongbeläggningar1950Report (Refereed)
  • 53.
    Bergström, Sven G
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Tillsatsmedel till betong1963Report (Refereed)
  • 54.
    Bergström, Sven G
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Linderholm, Sven
    Dynamisk metod att utröna ytliga marklagers genomsnittliga elasticitetsegenskaper1946Report (Refereed)
  • 55.
    Bergström, Sven G
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Linderholm, Sven
    Investigation of wheel load stresses in concrete pavements1949Report (Refereed)
  • 56.
    Bergström, Sven G
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Linderholm, Sven
    La vibration du béton: Recherches expérimentales1949Report (Refereed)
  • 57.
    Bergström, Sven G
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Möller, Göran
    Materialproblem vid vinterbetongarbeten1962Report (Refereed)
  • 58.
    Bergström, Sven G
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Skarendahl, Åke
    Studies on concrete aggregate1976Report (Refereed)
  • 59.
    Bergström, Sven G
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Warris, Birger
    Kiselstoft för betong1983Report (Refereed)
  • 60.
    Bergström, Sven G
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Örbom, Björn
    Avskalningar på Kungl. Flygförvaltningens betongbeläggningar1956Report (Refereed)
  • 61.
    Billberg, Peter
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Self-compacting concrete for civil engineering structures.: The Swedish experience1999Report (Refereed)
    Abstract [en]

    The extensive CBI project between 1995-98 in co-operation with Swedish National Road administration Construction and Maintenance is the basis describing the Swedish experience of self-compacting concrete, SCC, in civil engineering structures up to the summer of 1999. _x000D_ _x000D_ It's material development originates in mid-eighties Japan, to increase productivity, improve working conditions and especially so in difficult casting conditions. Today it is still characterised as a "special" concrete but on-going development may eventually change this to "conventional" concrete, as the working research experience of self-compacting concrete starts in Sweden only in 1993. _x000D_ _x000D_ SCC is not one concrete but a concrete material possessing certain characteristic properties in the fresh state, completely fills formwork and encloses reinforcement work, entirely under the influence of its own weight alone. Thus, while fulfilling all the normal work of conventional concrete it can be developed for all kinds of applications, including where concrete vibration is impossible. SCC, properties require strict tolerance in plant production and delivery, for variations in the fresh state cannot be compensated by compacting work. Some of the main variables influencing variation, e.g. aggregate moisture and grading are discussed. _x000D_ _x000D_ Handling experiences at construction sites are enlightening with many interesting casting techniques reported from Japan, where casting of completely closed formwork is monitored by sensors, an interesting technique for tunnel applications, etc. Swedish experience shows SCC behaving thixotropically so that a structural build up in fresh concrete occurs soon after placing, resulting in remarkably low form pressures. _x000D_ _x000D_ A CBI mix design model is presented showing that the mix is developed by considering the actual aggregate used at the plant. From this perspective, all plants have the potential of producing SCC, where the mix design model is based on calculating the minimum required paste volume (according to the local aggregate) enabling free flow through narrow obstacles. The paste design is achieved by rheological measurements of the fine mortar phase. The main mechanisms behind particle suspension rheology are discussed. Fresh properties, flowability, stability and blocking are verified using newly developed methods, with slump-flow and L-box as examples of new test methods. _x000D_ _x000D_ A general experience is that hardened SCC properties are superior to conventional concrete in that compressive strength often is 70 to 80 MPa and denseness expressed as chloride ion permeability normally equals to W/B ratios of approximately 0.35 (actual W/C ratio being 0.40). Explanations to these properties are discussed. _x000D_ _x000D_ Future research should be concentrated on plant production quality assurance and production systems where SCC properties are fully utilised. Reports show that total bridge building cost can be reduced by as much as 5 to 15 %.

  • 62.
    Billberg, Peter
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Petersson, Örjan
    Vibreringsfri betong för brogjutningar enligt BRO 941999Report (Refereed)
  • 63.
    Billberg, Peter
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Österberg, Thomas
    Självkompakterande betong.: Användningsteknik2002Report (Refereed)
    Abstract [sv]

    During an earlier performed R&D project on self-compacting concrete, SCC, reported in [1], lack of knowledge was revealed on a number of issues such as for example how form pressure develops relative to different concrete mix designs, casting rates and form types. Also surface damages at the level of the interface between concrete layers was discovered. These questions, along with the experience gained through the construction of civil engineering structures using SCC between the years 1997 and 2000, has been the basis for the formation of the present R&D project. _x000D_ _x000D_ The aims of this project have been to study the thixotropic structural build-up of SCC at rest and to develop new test methods for the quantification of this structural build-up. Both existing as well as newly developed methods was to be investigated. _x000D_ _x000D_ It was also included in the plan to perform full-scale test where the form pressure should be monitored at the same time as the structural build-up was measured using the developed test methods. The goal was to find relationships between the development of form pressures and the variables stated in the project plan and to correlate them to the thixotropic structural build-up. _x000D_ _x000D_ The project started with a literature study on "Thixotropy of cement based materials" which resulted poorly, at least on the topic structural build-up at rest. However, a relatively great deal of information on thixotropy of cement paste was found but very little on the same subject for concrete. Nothing at all was found on the connection between thixotropy and form pressure. _x000D_ _x000D_ To characterise the thixotropic properties of SCC it is necessary to develop new test methods, or at least to modify existing ones. Four methods have been evaluated in the project: undisturbed slump-flow, tixometer, Rap-Act Plasticity meter and a BML viscometer where the measuring sequence was modified. All these methods have shown the ability to verify some kind of structural build up of SCC at rest. _x000D_ _x000D_ A laboratory investigation has been carried out where the mentioned methods were used for characterisation of the thixotropic properties of six different concrete mix designs. The concrete mixes were designed to have different particle concentration within their paste-phase. All methods were capable to register different structural build-ups in correlation with the varied particle concentrations. Unfortunately it was obvious during the laboratory investigation, and throughout of the whole project, that all tested concrete’s showed very short open times compared to those who were obtained in 1998 when three whole bridges was cast using only SCC. I can therefore be stated that the structural build-up of the concrete mixes tested within the framework of this project has not been of thixotropic nature but instead, of an irreversible kind. In other words: the definition of thixotropy has not been fulfilled. _x000D_ _x000D_ In an extension of the laboratory investigations, financed by Cementa AB, a new combination of constituent materials were tested, i.e. superplasticizer and filler material. However, no significant change in open time could be traced from these tests. _x000D_ _x000D_ The formwork used at the full-scale castings on Betongindustris ready mix concrete plant in Tumba south of Stockholm showed to be statically well defined and therefore easy to evaluate by means of form pressures. _x000D_ _x000D_ Totally eight full-scale trials have been performed. Water to cement ratio, W/C, was varied between 0.40 and 0.45 in the two different mix designs used. Casting rates was varied in three levels: approximately 1.0 m/h, 1.4 m/h and 2.2 m/h. Form surfaces consisted of board on one side and of form plywood on the other. Each half area of the form surfaces was oiled while the other was kept untreated. _x000D_ _x000D_ Measured form pressures showed strong correlation with casting rates. But also an increased concrete flowability and shorter time between finished mixing and casting resulted in a relatively higher form pressure. The conventionally vibrated concrete resulted in a form pressure lower than the calculated according to [24] and also lower than the one obtained when casting with the corresponding SCC at the same rate. _x000D_ _x000D_ The overall conclusions that can be drawn from this project are the following: _x000D_ _x000D_ 1) Form pressures obtained when casting with SCC is dominated by chosen casting rates in that an increased rate results in a higher pressure and vice versa. The results also indicate that concrete age and flowability have a clear influence on the form pressure. A shorter duration between mixing and casting increases the form pressure relative to a longer duration and stiffer concrete. _x000D_ 2) The formwork used showed to be statically well defined. _x000D_ _x000D_ 3) All developed methods can register the concrete structural build-up at rest. _x000D_ _x000D_ 4) A throughout problem has been short open time of the concrete tested within the project. This stiffening has not been of thixotropic nature but to a major part irreversible._x000D_

  • 64.
    Buö, Finn Olav
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Temperaturförlopp i betongkonstruktioner under betongens hårdnande1967Report (Refereed)
  • 65.
    Byfors, Jan
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Plain concrete at early ages1980Report (Refereed)
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  • 66.
    Byfors, Kajsa
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Chloride-initiated reinforcement corrosion.: Chloride binding1990Report (Refereed)
  • 67.
    Dahl, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Provningsmetoder för kvalitetsbedömning av fogbruk mellan betongelement1974Report (Refereed)
  • 68.
    Dahl, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Vakuumbetong1975Report (Refereed)
  • 69.
    Dahl, Göran
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Johansson, Arne
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Vakuumbehandling av betong1974Report (Refereed)
  • 70.
    Danielsson, Ulf
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    An apparatus for easy determination of the amount of bound water in cement pastes yielding highly reproducible results1974Report (Refereed)
  • 71.
    Danielsson, Ulf
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Conduction calorimeter studies of the heat of hydration of a Portland cement1966Report (Refereed)
  • 72.
    Danielsson, Ulf
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Wastesson, Anders
    The frost resistance of cement paste as influenced by surface-active agents1958Report (Refereed)
  • 73.
    Dechang, Song
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Pozzolanic activity of PFA.: An accelerated test method1987Report (Refereed)
  • 74.
    Engqvist, Max
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Fredriksson, Gunnar
    Flytbetong: användningsområden, arbetsteknik och ekonomi1980Report (Refereed)
  • 75.
    Eriksson, Anders G
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Development of fluidity and mobility meters for concrete consistency tests1949Report (Refereed)
  • 76.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Approximativ metod för beräkning av uttorkningsförloppet för ytbelagda betongplattor på mark1976Report (Refereed)
  • 77.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Approximativ metod för beräkning av uttorkningsförloppet för ytbelagda betongplattor på mark1976Report (Refereed)
  • 78.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Betong i tidig ålder1978Report (Refereed)
  • 79.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Betongkonstruktioners beständighet1980Report (Refereed)
  • 80.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Betongs frostbeständighet.: Nordiskt forskningsseminarium den 23 oktober1983Report (Refereed)
  • 81.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Critical moisture contents at freezing of porous materials.1975Report (Refereed)
  • 82.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Equations for calculating the mean free distance between aggregate particles or air-pores in concrete1977Report (Other academic)
  • 83.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Frost resistance of concrete with porous aggregate1978Report (Refereed)
  • 84.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    General method for calculation of equilibrium shrinkage of porous and brittle materials1975Report (Refereed)
  • 85.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Influence of slag cement on the frost resistance of concrete.: A theoretical analysis1980Report (Refereed)
  • 86.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Influence of slag cements on the frost resistance of the green concrete1983Report (Refereed)
  • 87.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Kritiska vattenmättnadsgradsmetoden: En generell metod för bedömning av materials och konstruktioners frostbeständighet1976Report (Refereed)
  • 88.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Studies of the destruction mechanism at freezing of porous materials1976Report (Refereed)
  • 89.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    The critical degree of saturation method of assessing the freeze/thaw resistance of concrete: 1. Test specification. 2. The international cooperative test1977Report (Refereed)
  • 90.
    Fagerlund, Göran
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    The influence of slag cement on the frost resistance of the hardened concrete1982Report (Refereed)
  • 91.
    Fagerlund, Göran
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Gram, Hans-Erik
    Testing and test methods of fibre concrete1978Report (Refereed)
  • 92.
    Fagerlund, Göran
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Grudemo, Åke
    Mechanical properties of model cement mortars in relation to phase composition and microstructure1983Report (Refereed)
  • 93.
    Fagerlund, Göran
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Johansson, Arne
    Flowing concrete: Flame cleaning of concrete. Repair of concrete balcony slabs1979Report (Refereed)
  • 94.
    Fagerlund, Göran
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Larsson, Bo
    Betongs slaghållfasthet1979Report (Refereed)
  • 95.
    Fagerlund, Göran
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Larsson, Bo
    Betongs slaghållfasthet vid tryckstötbelastning1980Report (Refereed)
  • 96.
    Fagerlund, Göran
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Pettersson, Karin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    CONTECVET A validated users manual for assessing the residual service life of concrete structures: Lechning of concrete : a deliverable, relating to synergetic effects2000Report (Refereed)
  • 97.
    Fagerlund, Göran
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Pettersson, Karin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Porosity and specific surface of Portland cement paste: an analysis of experimental work performed by Åke Grudemo during the years 1973-19792006Report (Refereed)
  • 98.
    Fagerlund, Göran
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Svensson, Ove
    Beständighet hos lagningssystem för betongbalkonger1980Report (Refereed)
  • 99.
    Falchi, Laura
    et al.
    Ca' Foscari University of Venice, Italy.
    Mueller, Urs
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Fontana, Patrick
    BAM Federal Institute for Materials Research and Testing, Germany.
    Izzo, Francesca Caterina
    Ca' Foscari University of Venice, Italy.
    Zendri, Elisabetta
    Ca' Foscari University of Venice, Italy.
    Influence and effectiveness of water-repellent admixtures on pozzolana-lime mortars for restoration application2013In: Construction and Building Materials, ISSN 0950-0618, E-ISSN 1879-0526, Vol. 49, p. 272-280Article in journal (Refereed)
    Abstract [en]

    Pozzolana-lime mortars modified with water-repellent admixtures were designed and studied to obtain mortars for restoration application. Powdered silane and calcium stearates were mixed with pozzolana, lime and sand and the chemical-physical properties of the resulting mortars were evaluated by X-ray diffraction, electron microscopy (SEM-EDX), thermogravimetric analysis and FT-IR spectroscopy. The mechanical behavior, the pore structure and the hygric behavior were measured. The resistance of water-repellent mortars to the salt crystallization was evaluated. Both calcium stearates and powdered silane allowed good water-repellent protection even if the water-repellent agents and their dosage modified some physical properties and the hydration kinetic.

  • 100.
    Farhang, Ali
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, CBI - Cement- och betonginstitutet.
    Minimization of cracks in industrial floor2005Report (Refereed)
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