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Journal Articles

Journal Articles

[1]
E. Olsson et al., "A numerical framework for modelling settlements of railway ballast layers," TRANSPORTATION GEOTECHNICS, vol. 44, 2024.
[2]
J. Y. Gui et al., "Analytical and experimental studies on toppling behavior of blocks misaligned with the slope face," Bulletin of Engineering Geology and the Environment, vol. 83, no. 4, 2024.
[4]
S. Libby et al., "Exploring the impact of fracture interaction on connectivity and flow channelling using grown fracture networks," Quarterly journal of engineering geology and hydrogeology, vol. 57, no. 1, 2024.
[5]
M. Mohammadi and J. Spross, "Models to Analyze Risk in Time and Cost Estimation of Tunneling Projects," Geotechnical and Geological Engineering, vol. 42, no. 2, pp. 1445-1457, 2024.
[6]
M. A. González-Fernández et al., "Size effects on strength and deformability of artificially jointed hard rock," International Journal of Rock Mechanics And Mining Sciences, vol. 176, 2024.
[8]
J. Larsson et al., "A novel method for geometric quality assurance of rock joint replicas in direct shear testing - Part 2 : Validation and mechanical replicability," Journal of Rock Mechanics and Geotechnical Engineering, vol. 15, no. 9, pp. 2209-2223, 2023.
[10]
D. Doolaeghe et al., "Controls on fracture openness and reactivation in Forsmark, Sweden," Scientific Reports, vol. 13, no. 1, 2023.
[11]
D. R. Damasceno, J. Spross and F. Johansson, "Effect of rock joints on lined rock caverns subjected to high internal gas pressure," Journal of Rock Mechanics and Geotechnical Engineering, vol. 15, no. 7, pp. 1625-1635, 2023.
[12]
J. Lidmar et al., "Estimation of small failure probabilities using the Accelerated Weight Histogram method," Probabilistic Engineering Mechanics, vol. 74, 2023.
[13]
E. Ehrmanntraut, C. Wersäll and K. R. Massarsch, "Identification of Soil Layers and Properties by Vibration Measurements during Dynamic Penetration Testing," ASTM geotechnical testing journal, vol. 46, no. 2, 2023.
[14]
J. Spross, T. Gasch and F. Johansson, "Implementation of reliability-based thresholds to excavation of shotcrete-supported rock tunnels," Georisk : Assessment and Management of Risk for Engineered Systems and Geohazards, vol. 17, no. 2, pp. 361-375, 2023.
[15]
P. Teng, F. Johansson and J. G. I. Hellstrom, "Modelling erosion of a single rock block using a coupled CFD-DEM approach," Journal of Rock Mechanics and Geotechnical Engineering, vol. 15, no. 9, pp. 2375-2387, 2023.
[16]
M. Tidlund, J. Spross and S. Larsson, "Observational method as risk management tool : the Hvalfjörður tunnel project, Iceland," Georisk : Assessment and Management of Risk for Engineered Systems and Geohazards, vol. 17, no. 2, pp. 346-360, 2023.
[17]
A. Ulfberg et al., "Probabilistic finite element analysis of failures in concrete dams with large asperities in the rock-concrete interface," ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, vol. 23, no. 2, 2023.
[18]
M. Mohammadi, J. Spross and H. Stille, "Probabilistic Time Estimation of Tunneling Projects : The Uri Headrace Tunnel," Rock Mechanics and Rock Engineering, vol. 56, no. 1, pp. 703-717, 2023.
[19]
D. R. Damasceno, J. Spross and F. Johansson, "Reliability-based design tool for gas storage in lined rock caverns," Georisk : Assessment and Management of Risk for Engineered Systems and Geohazards, pp. 1-13, 2023.
[20]
H. Walter et al., "Rock engineering design in tomorrow's geotechnical toolbox : Eurocode 7 – General Rules (EN 1997-1:2024)," Geomechanics and Tunneling, vol. 16, no. 5, pp. 491-509, 2023.
[23]
D. R. Damasceno, J. Spross and F. Johansson, "Rock mass response for lined rock caverns subjected to high internal gas pressure," Journal of Rock Mechanics and Geotechnical Engineering, vol. 15, no. 1, pp. 119-129, 2023.
[24]
A. Ahmad, S. Larsson and C. Wersäll, "Scaling granular material with polygonal particles in discrete element modeling," Particuology, vol. 75, pp. 151-164, 2023.
[25]
C. Wersäll, S. Baker and P. Zackrisson, "Stiffness of Ballastless Railway Embankments Determined by Repetitive Static Plate Load Tests," Transportation Infrastructure Geotechnology, vol. 10, no. 6, pp. 1032-1049, 2023.
[26]
S. Hov and S. Larsson, "Strength and Stiffness Properties of Laboratory-Improved Soft Swedish Clays," INTERNATIONAL JOURNAL OF GEOSYNTHETICS AND GROUND ENGINEERING, vol. 9, no. 1, 2023.
[27]
A. Abbaszadeh Shahri, C. Shan and S. Larsson, "A Novel Approach to Uncertainty Quantification in Groundwater Table Modeling by Automated Predictive Deep Learning," Natural Resources Research, vol. 31, no. 3, pp. 1351-1373, 2022.
[28]
A. Ghaderi, A. A. Shahri and S. Larsson, "A visualized hybrid intelligent model to delineate Swedish fine-grained soil layers using clay sensitivity," Catena (Cremlingen. Print), vol. 214, pp. 106289, 2022.
[30]
S. Zhang, F. Johansson and H. Stille, "Design Methodology for Grout Curtains Under Dams Founded on Rock," Geotechnical and Geological Engineering, vol. 40, no. 4, pp. 2167-2186, 2022.
[32]
M. C. Saceanu et al., "Fracture growth leading to mechanical spalling around deposition boreholes of an underground nuclear waste repository," International Journal of Rock Mechanics And Mining Sciences, vol. 152, pp. 105038, 2022.
[33]
C. Wersäll, K. R. Massarsch and J. Spross, "Heavy vibratory plate compaction of silty sand: A field study," Soils and Foundations, vol. 62, no. 5, pp. 101208, 2022.
[34]
D. Vries et al., "Impact of ionic composition of groundwater on oxidative iron precipitation," Water Science and Technology : Water Supply, vol. 22, no. 3, pp. 3195-3203, 2022.
[36]
J. Spross et al., "Risk management procedure to understand and interpret the geotechnical context," Georisk : Assessment and Management of Risk for Engineered Systems and Geohazards, vol. 16, no. 2, pp. 235-250, 2022.
[37]
X. Estevez-Ventosa et al., "Scale effects on triaxial peak and residual strength of granite and preliminary PFC3D models," Geomechanics and Engineering, vol. 31, no. 5, pp. 461-476, 2022.
[38]
[39]
F. Ríos Bayona et al., "Using PFC2D to simulate the shear behaviour of joints in hard crystalline rock," Bulletin of Engineering Geology and the Environment, vol. 81, no. 9, 2022.
[40]
K. R. Massarsch, C. Wersäll and B. H. Fellenius, "Vibratory driving of piles and sheet piles-state of practice," Proceedings of the Institution of Civil Engeneers : Geotechnical Engineering, vol. 175, no. 1, pp. 31-48, 2022.
[41]
J. Rafi and H. Stille, "A method for determining grouting pressure and stop criteria to control grout spread distance and fracture dilation," Tunnelling and Underground Space Technology, vol. 112, 2021.
[42]
J. Shamu, L. Zou and U. Håkansson, "A nomogram for cement-based rock grouting," Tunnelling and Underground Space Technology, vol. 116, 2021.
[43]
T. J. Shamu, L. Zou and U. Håkansson, "An experimental device for measuring radial flow velocity profiles of yield stress fluids," Flow Measurement and Instrumentation, vol. 82, pp. 102073, 2021.
[44]
J. Shamu, L. Zou and U. Håkansson, "An experimental device for measuring radial flow velocity profiles of yield stress fluids," Flow Measurement and Instrumentation, 2021.
[45]
R. de Frias Lopez, S. Larsson and J. Silfwerbrand, "Discrete element modelling of rockfill railway embankments," Granular Matter, vol. 23, no. 3, 2021.
[46]
R. Massarsch, C. Wersäll and B. Fellenius, "Dynamic Ground Response during Vibratory Sheet Pile Driving," Journal of Geotechnical and Geoenvironmental Engineering, vol. 147, no. 7, 2021.
[47]
L. Zou et al., "Impact of shear displacement on advective transport in a laboratory-scale fracture," Geomechanics for Energy and the Environment, pp. 100278, 2021.
[49]
K. R. Massarsch, C. Wersäll and B. H. Fellenius, "Liquefaction induced by deep vertical vibratory compaction," PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, vol. 174, no. 3, pp. 194-205, 2021.
[50]
P. Teng, S. Zhang and F. Johansson, "Numerical modelling of incipient motion of fracture infillings," International Journal of Rock Mechanics And Mining Sciences, vol. 148, 2021.
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Last changed: Feb 25, 2022