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Featured researches published by Markku Leivo.


Cement and Concrete Research | 1995

Experimental study on the basic phenomena of shrinkage and cracking of fresh mortar

Anna Kronlöf; Markku Leivo; Pekka Sipari

Abstract Evaporation, horizontal shrinkage, settlement, setting and capillary pressure of mortar mixes were measured during first hours with samples which were exposured to wind (velocity 4 m/s, T = 20 °C and RH 40%). The effects of different admixtures (super plasticizer, accelerating, retarding, air-entraining agent and one type of fibre) on the shrinking behaviour of the mortars were studied accordingly. The well-known fact that proper long-term wet curing is vital for the crack-free surfaces of concrete or mortar was confirmed experimentally. The beginning of setting can be regarded as a critical moment. After that the mortar has capacity to resist the capillary forces and thus shrinkage. The mix modified by super plasticizer behaved unexpectedly, and the surface of the sample cracked. This cracking was indicated by zig-zag behaviour in the measured horizontal shrinkage and capillary pressure. Air- entraining agent reduced horizontal shrinkage considerably. Use of fibre reduced shrinkage about 30% when compared to mix without fibre. Based on the results some conclusions are drawn concerning properly limed trowelling on horizontal shrinkage.


Cement and Concrete Research | 1996

Radio wave heater for concrete

Markku Leivo

Abstract In dielectric heating, the specimen is placed in an electromagnetic field that alternates at high frequency. Electrically charged molecules and ions start to vibrate and the temperature of the material rises. The domestic microwave oven is an example of this phenomenon. Microwave radiation penetrated fresh concrete to a depth of about 2 cm only. Penetration with radio frequency was far better. A radio frequency heater was found to be an effective heater for concrete. The following conclusions can be drawn from the results: A whole mass of concrete can be heated simultaneously. With this heater it is possible to raise the concrete temperature to 50–60°C in just a few minutes (3–4 minutes).


Cement & Concrete Composites | 2014

Effect of coupled deterioration by freeze–thaw, carbonation and chlorides on concrete service life

Hannele Kuosa; R.M. Ferreira; Erika Holt; Markku Leivo; Erkki Vesikari


Archive | 2010

MATERIAL TO BE USED AS A CONCRETE ADDITIVE

Antti Laukkanen; Jan-Erik Teirfolk; Markku Leivo; Hannele Kuosa; Kirsi Kataja; Antti Nurmi


Archive | 2009

Effect of interacted deterioration parameters on service life of concrete structures in cold environments

Erika Holt; Hannele Kuosa; Markku Leivo; Erkki Vesikari


Nuclear Engineering and Design | 2017

Concrete performance subject to coupled deterioration in cold environments

Miguel Ferreira; Hannele Kuosa; Markku Leivo; Erika Holt


Archive | 2008

Abrasion of Concrete by Ice

Esko Sistonen; Markku Leivo; Jari Puttonen


7th International Conference on Clays in Natural and Engineered Barriers for Radioactive Waste Confinement, Clay Confreence 2017 | 2017

Closure of investigation boreholes: A field experiment at Olkiluoto Site

Johanna Hansen; Kimmo Kemppainen; Jyrki Liimatainen; Taina Karvonen; Erika Holt; Markku Leivo; Ville Sjöblom; Aleksi Autti


Archive | 2016

ADDITIVE FOR CEMENTITIOUS MATERIALS

Hannele Kuosa; Anna Suurnäkki; Antti Laukkanen; Jan-Erik Teirfolk; Markku Leivo


Archive | 2015

Effect of coupled deterioration mechanisms on concrete durability in cold environments

Miguel Ferreira; Hannele Kuosa; Markku Leivo; Erika Holt

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Hannele Kuosa

VTT Technical Research Centre of Finland

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Erika Holt

VTT Technical Research Centre of Finland

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Miguel Ferreira

VTT Technical Research Centre of Finland

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Erkki Vesikari

VTT Technical Research Centre of Finland

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Anna Kronlöf

VTT Technical Research Centre of Finland

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