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  • 1. Glamheden, Rune
    et al.
    Fälth, Billy
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Hållfasthet (BMh).
    Harrström, Johan
    Berglund, Johan
    Bergkvist, Lars
    Counterforce applied to prevent spalling2010Report (Refereed)
  • 2.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Hållfasthet (BMh).
    A plasticity model for ballast resistance2005Report (Refereed)
  • 3.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM01A Triaxial compression test of intact rock. Forsmark site investigation2004Report (Refereed)
  • 4.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM01A Uniaxial compression test of intact rock. Forsmark site investigation2004Report (Refereed)
  • 5.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM01C Triaxial compression test of intact rock. Forsmark site investigation2006Report (Refereed)
  • 6.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM01C. Uniaxial compression test of intact rock. Forsmark site investigation2007Report (Refereed)
  • 7.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM01D Triaxial compression test of intact rock. Forsmark site investigation2006Report (Refereed)
  • 8.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM02A Triaxial compression test of intact rock. Forsmark site investigation2004Report (Refereed)
  • 9.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM02A Uniaxial compression test of intact rock. Forsmark site investigation2004Report (Refereed)
  • 10.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM03A Triaxial compression test of intact rock. Forsmark site investigation2004Report (Refereed)
  • 11.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM03A Uniaxial compression test of intact rock. Forsmark site investigation2004Report (Refereed)
  • 12.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM04A Triaxial compression test of intact rock. Forsmark site investigation2004Report (Refereed)
  • 13.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM04A Uniaxial compression test of intact rock. Forsmark site investigation2005Report (Refereed)
  • 14.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM05A. Normal stress and shear tests on joints. Forsmark site investigation2005Report (Refereed)
  • 15.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM05A. Triaxial compression test of intact rock. Forsmark site investigation2005Report (Refereed)
  • 16.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM05A. Uniaxial compression test of intact rock. Forsmark site investigation2005Report (Refereed)
  • 17.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM06A. Uniaxial compression test of intact rock containing sealed fractures. Forsmark site investigation2007Report (Refereed)
  • 18.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM06A. Uniaxial compression test of intact rock. Forsmark site investigation2005Report (Refereed)
  • 19.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM07A. Triaxial compression test of intact rock. Forsmark site investigation2005Report (Refereed)
  • 20.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM07A. Uniaxial compression test of intact rock. Forsmark site investigation2005Report (Refereed)
  • 21.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM07A. Uniaxial compression test of intact rock. Forsmark site investigation2005Report (Refereed)
  • 22.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM08A Triaxial compression test of intact rock. Forsmark site investigation2005Report (Refereed)
  • 23.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM08D. Indirect tensile strength test. Forsmark site investigation2007Report (Refereed)
  • 24.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM08D. Uniaxial compression test of intact rock. Forsmark site investigation2007Report (Refereed)
  • 25.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KFM09A. Triaxial compression test of intact rock. Forsmark site investigation2006Report (Refereed)
  • 26.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX02 Normal stress and shear tests on joints. Oskarshamn site investigation2004Report (Refereed)
  • 27.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX02. Uniaxial compression test of intact rock. Oskarshamn site investigation2004Report (Refereed)
  • 28.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX03A. Triaxial compression test of intact rock. Oskarshamn site investigation2005Report (Refereed)
  • 29.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX03A. Uniaxial compression test of intact rock. Oskarshamn site investigation2005Report (Refereed)
  • 30.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX04A Normal stress and shear tests on joints. Oskarshamn site investigation2004Report (Refereed)
  • 31.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX04A Triaxial compression test of intact rock. Oskarshamn site investigation2004Report (Refereed)
  • 32.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX04A Uniaxial compression test of intact rock. Oskarshamn site investigation2004Report (Refereed)
  • 33.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX06A. Triaxial compression test of intact rock. Oskarshamn site investigation2005Report (Refereed)
  • 34.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX08. Uniaxial compression test of intact rock. Oskarshamn site investigation2006Report (Refereed)
  • 35.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX10. Triaxial compression test of intact rock. Oskarshamn site investigation2006Report (Refereed)
  • 36.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX10. Uniaxial compression test of intact rock. Oskarshamn site investigation2006Report (Refereed)
  • 37.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX11A. Uniaxial compression test of intact rock. Oskarshamn site investigation2006Report (Refereed)
  • 38.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX12A. Triaxial compression test of intact rock. Oskarshamn site investigation2006Report (Refereed)
  • 39.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX12A. Uniaxial compression test of intact rock. Oskarshamn site investigation2006Report (Refereed)
  • 40.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX16A. Indirect tensile strength test. Oskarshamn site investigation2007Report (Refereed)
  • 41.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX16A. Uniaxial compression test of intact rock. Oskarshamn site investigation2007Report (Refereed)
  • 42.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Borehole KLX17A Microcrack volume measurements and triaxial compression test on intact rock. Oskarshamn site investigation2007Report (Refereed)
  • 43.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Boreholes KFM01A and KFM02B. Micro crack volume measurements and triaxial compression tests on intact rock. Forsmark site investigation2007Report (Refereed)
  • 44.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Boreholes KLX05 and KLX13A. Uniaxial compression test of intact rock. Oskarshamn site investigation2006Report (Refereed)
  • 45.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Boreholes KLX17A, KLX18A and KLX21B. Uniaxial compression test of intact rock. Oskarshamn site investigation2007Report (Refereed)
  • 46.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Drill hole KAV01. Normal loading and shear tests on joints. Oskarshamn site investigation2005Report (Refereed)
  • 47.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Drill hole KFM01A. Indirect tensile strength test. Forsmark site investigation2004Report (Refereed)
  • 48.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Drill hole KFM01A. Normal loading and shear tests on joints. Forsmark site investigation2005Report (Refereed)
  • 49.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Drill hole KFM02A. Indirect tensile strength test. Forsmark site investigation2004Report (Refereed)
  • 50.
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut.
    Drill hole KFM02A. Normal stress and shear tests on joints. Forsmark site investigation2004Report (Refereed)
123 1 - 50 of 113
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  • harvard1
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v. 2.35.7