Reports
Reports
[1]
J. Spross et al.,
"Toward risk-based life cycle assessments in geotechnical design,"
Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 2222, 2022.
[2]
L. Zou, U. Håkansson and V. Cvetkovic,
"Analysis of cement grout propagation in fractured rocks,"
Stockholm, 2021.
[3]
Z.-J. Cao et al.,
"State-of-the-art review of inherent variability and uncertainty in geotechnical properties and models : Chapter 6: Determining characteristic values of geotechnical parameters and resistance: an overview,"
International Society for Soil Mechanics and Geotechnical Engineering, 2021.
[4]
[5]
R. de Frias Lopez et al.,
"DEM model for high-speed railway embankments,"
, Report BIG, A2016:2, 2018.
[6]
F. Johansson et al.,
"Investigation of research needs regarding the storage of hydrogen gas in lined rock caverns : Prestudy for Work Package 2.3 in HYBRIT Research Program 1,"
Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 182, 2018.
[7]
M. Westberg Wilde et al.,
"Theme D - Syntheis: Risk analysis – assessment of reliability for concrete dams : 14th International Benchmark Workshop on Numerical Analysis of Dams,"
Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 1802001, 2018.
[8]
R. Malm et al.,
"Load Capacity of Grouted Rock Bolts Due to Degradation : 2017:374,"
Energiforsk AB, 2017.
[9]
D. M. Ivars et al.,
"A case study of the Odenplan station in the Stockholm City Link project - Analysis of in situ stresses and observed ground behaviour.,"
Stockholm, ISRN BEFO-R—139—SE, 2016.
[10]
F. Johansson, W. Bjureland and J. Spross,
"Application of Reliability-based Design Methods to Underground Excavation in Rock,"
, BeFo Rapport, 155, 2016.
[11]
M. Westberg Wilde and F. Johansson,
"Probablilistic model code for concrete dams. : Report 2016:292,"
Stockholm : Energiforsk, 2016.
[12]
A. Nejad Ghafar, A. Draganovic and S. Larsson,
"AN EXPERIMENTAL STUDY OF THE INFLUENCE OF DYNAMIC PRESSURE ON IMPROVING GROUT PENETRABILITY,"
Stockholm, BeFo Report, 149, 2015.
[13]
Md. M. Rahman and U. Håkansson,
"In-line rheological measurements of cement based grouts using the UVP-PD method,"
, Rock Engineering Research Foundation. BeFo Report, 99, 2011.
[14]
H. Stille et al.,
"The observational method,"
Stiftelsen Bergteknisk Forskning, Rock Engineering Research Foundation. BeFo Report, 95, 2010.
[15]
S. Kobayashi et al.,
"Real Time Grouting Control Method : Development and application usingÄspö HRL data,"
, SKB Rapport, R-08-133, 2008.
[16]
S. Kobayashi and H. Stille,
"Design for rock grouting basedon analysis of grout penetration : Verification using Äspö HRL dataand parameter analysis,"
, SKB Rapport, R-07-13, 2007.
[17]
A. Emmelin et al.,
"Rock grouting : Current competence and developmentfor the final repository,"
, SKB Rapport, R-07-30, 2007.