Reports

[1]

J. Enzell, R. Malm and E. Nordström, "Methods for assessing the failure process of concrete dams founded on rock," Stockholm : Energiforsk, 2021.

[2]

A. Sjölander, "Structural behaviour of shotcrete in hard rock tunnels," Stockholm, BeFo Report 379, 2020.

[3]

A. Ansell, "Vibration induced loads in rock bolts and anchorage bolts for concrete hydraulic structures," , TRITA-ABE-RPT, 2031, 2020.

[4]

R. Abbasiverki, L. Ahmed and E. Nordström, "Analysis of load and response on large hydropower draft tube structures," Energiforsk AB, 2019.

[5]

R. Malm, J. Enzell and M. Hassanzadeh, "Full-scale test of the Dome Plug for KBS-3V deposition tunnels – structural response of the concrete dome," SVENSK KÄRNBRÄNSLEHANTERING AB, SKB P-18-14, 2019.

[6]

J. Enzell and R. Malm, "Full-scale test of the Dome Plug for KBS-3V deposition tunnels. Project summary and evaluation of the final results," SVENSK KÄRNBRÄNSLEHANTERING AB, SKB TR18-02, 2019.

[7]

A. Ansell, "Guidelines for practical use when shotcreting close to blasting and vibrations in hard rock," Stockholm, BeFo Report, 189, 2019.

[8]

E. Nordström et al., "Structural safey of cracked concrete dams," Stockholm, Energiforsk, 2019:623, 2019.

[9]

L. Ahmed and A. Guarin, "Crack propagation under water pressure," Stockholm/Sweden, 2018.

[10]

T. Gasch, L. Ahmed and R. Malm, "Instrumentation and Modelling of a Reactor Containment Building," Energiforsk, Energiforsk report, 2018:526, 2018.

[11]

A. Sjölander, "Analyses of shotcrete stress states due to varying lining thickness and irregular rock surfaces," Stockholm : Stiftelsen Bergteknisk Forskning (BeFo), BeFo Rapport, 173, 2017.

[12]

R. Malm, "Evaluation of the concrete dome plugDomPlu – follow-up 2017," KTH Royal Institute of Technology, TRITA-BKN Report, 167, 2017.

[13]

R. Abbasiverki, "Initial study on seismic analyses of concrete and embankment dams in Sweden," Stockholm, TRITA-BKN. Report, 164, 2017.

[14]

R. Malm et al., "Load Capacity of Grouted Rock Bolts Due to Degradation : 2017:374," Energiforsk AB, 2017.

[15]

R. Malm, "Evaluation of the concrete dome plugDomPlu – follow-up 2016," KTH Royal Institute of Technology, TRITA-BKN Report, 161, 2016.

[16]

R. Malm, "Guideline for FE analyses of concrete dams," , Energiforsk report, 2016:270, 2016.

[17]

R. Malm, "Evaluation of the concrete dome plug DomPlu – follow-up 2015," KTH Royal Institute of Technology, TRITA-BKN Report, 156, 2015.

[18]

R. Malm, "Instrumentation and Evaluation of the Concrete Dome Plug DOMPLU," KTH Royal Institute of Technology, TRITA-BKN Report, 147, 2015.

[19]

L. E. Bryne, "Investigation and development of material properties for shotcrete for hard rock tunnels," Stockholm : Stiftelsen Bergteknisk Forskning, BeFo Rapport, 133, 2014.

[20]

R. Malm et al., "Cracking in the concrete foundation for hydropower generators : Analyses of non-linear drying diffusion, thermal effects and mechanical loads," Stockholm : Elforsk, Elforsk report, 13:63, 2013.

[21]

T. Gasch et al., "Cracking in the concrete foundation for hydropower generators : Part II," Stockholm : Elforsk, Elforsk rapport, 13:64, 2013.

[22]

R. Malm et al., "Probabilistic analyses of crack propagation in concrete dams : Part 1," Stockholm : Elforsk, Elforsk report, 13:65, 2013.

[23]

T. Gasch et al., "Probabilistic analyses of crack propagation in concrete dams : Part II," Elforsk, Elforsk rapport, 13:66, 2013.

[24]

T. Gasch et al., "Seismic analyses of nuclear facilities with interaction between structure and water : Comparison between methods to account for Fluid-Structure-Interaction (FSI)," Stockholm : Elforsk, Elforsk rapport, 13:79, 2013.

[25]

A. Ansell et al., "Concrete Structures," Stockholm : KTH Royal Institute of Technology, TRITA-BKN Report, 143, 2012.

[26]

L. Ahmed, "Laboratory simulation of blasting induced bond failure between rock and shotcrete," , BeFo, 116, 2012.

[27]

A. Ansell et al., "Crack propagation in buttress dams : Application of non-linear models - Part II," Elforsk, Elforsk, 10:69, 2010.

[28]

J. Holmgren and B. Westerberg, "Reinforced concrete structures," Stockholm : KTH Royal Institute of Technology, TRITA-BKN Rapport, 115, 2007.

[29]

A. Ansell, "A literature review on the shear capacity of dynamically loaded concrete structures," Stockholm : KTH Civil and Architectural Engineering, TRITA-BKN. Report, 89, 2005.

[30]

B. Lagerblad, "Carbon Dioxide Uptake during Concrete Life Cycle - State of the Art," Stockholm : Cement- och betonginstitutet (CBI), CBI report, 2:2005, 2005.

[31]

J. Magnusson and H. Hansson, "Simulations of air blast loaded structural reinforced concrete elements," Tumba : Totalförsvarets forskningsinstitut, FOI rapport, FOI-R--1764--SE, 2005.

[32]

J. Magnusson and M. Hallgren, "High performance concrete beams subjected to shock waves from air blast, part 2," Tumba : Totalförsvarets forskningsinstitut, FOI rapport, FOI-R--1116--SE, 2003.

[33]

A. Ansell, "A Literature Review on the Vibration Resistance of Young and Early age Concrete," Stockholm : KTH Civil and Architectural Engineering, TRITA-BKN. Report, 68, 2002.

[34]

A. Ansell, "Finite element models for dynamic analysis of shotcrete on rock," Stockholm : KTH Byggvetenskap, Teknisk rapport, 2002:8, 2002.

[35]

A. Ansell, "Material properties for dynamic analysis of shotcrete on rock," Stockholm : KTH Byggvetenskap, Teknisk rapport, 2002:7, 2002.

[36]

J. Magnusson et al., "Material testing and numerical simulations of penetration in high performance concrete," Tumba : Totalförsvarets forskningsinstitut, FOI rapport, FOI-R--0724--SE, 2002.

[37]

J. Magnusson, M. Unosson and A. Carlberg, "High performance concrete "HPC"-field experiments and production," Tumba : Totalförsvarets forskningsinstitut, FOI rapport, FOI-R--0256--SE, 2001.

[38]

J. Magnusson and M. Hallgren, "High Performance Concrete Beams Subjekted to Shock Waves from Air Blast," Tumba : Försvarets Forskningsanstalt, FOA rapport, FOA-R--01586-311--SE, 2000.