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Nguyen, Van-Manh, Konietzky, Heinz, Frühwirt, Thomas (2014) New Methodology to Characterize Shear Behavior of Joints by Combination of Direct Shear Box Testing and Numerical Simulations. Geotechnical and Geological Engineering, 32 (4). 829-846 doi:10.1007/s10706-014-9761-8

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Reference TypeJournal (article/letter/editorial)
TitleNew Methodology to Characterize Shear Behavior of Joints by Combination of Direct Shear Box Testing and Numerical Simulations
JournalGeotechnical and Geological Engineering
AuthorsNguyen, Van-ManhAuthor
Konietzky, HeinzAuthor
Frühwirt, ThomasAuthor
Year2014 (August)Volume32
Issue4
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s10706-014-9761-8Search in ResearchGate
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Mindat Ref. ID7748807Long-form Identifiermindat:1:5:7748807:3
GUID0
Full ReferenceNguyen, Van-Manh, Konietzky, Heinz, Frühwirt, Thomas (2014) New Methodology to Characterize Shear Behavior of Joints by Combination of Direct Shear Box Testing and Numerical Simulations. Geotechnical and Geological Engineering, 32 (4). 829-846 doi:10.1007/s10706-014-9761-8
Plain TextNguyen, Van-Manh, Konietzky, Heinz, Frühwirt, Thomas (2014) New Methodology to Characterize Shear Behavior of Joints by Combination of Direct Shear Box Testing and Numerical Simulations. Geotechnical and Geological Engineering, 32 (4). 829-846 doi:10.1007/s10706-014-9761-8
In(2014, August) Geotechnical and Geological Engineering Vol. 32 (4) Springer Science and Business Media LLC

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Konietzky, Heinz, Frühwirt, Thomas, Luge, Hartmut (2012) A New Large Dynamic Rockmechanical Direct Shear Box Device. Rock Mechanics and Rock Engineering, 45 (3). 427-432 doi:10.1007/s00603-011-0214-x
Dang, Wengang, Konietzky, Heinz, Frühwirt, Thomas (2017) Direct Shear Behavior of Planar Joints Under Cyclic Normal Load Conditions: Effect of Different Cyclic Normal Force Amplitudes. Rock Mechanics and Rock Engineering, 50 (11). 3101-3107 doi:10.1007/s00603-017-1270-7
Tan, Xin, Konietzky, Heinz, Frühwirt, Thomas, Dan, Dinh Quoc (2015) Brazilian Tests on Transversely Isotropic Rocks: Laboratory Testing and Numerical Simulations. Rock Mechanics and Rock Engineering, 48 (4). 1341-1351 doi:10.1007/s00603-014-0629-2
Dang, Wengang, Konietzky, Heinz, Frühwirt, Thomas (2016) Direct shear behavior of a plane joint under dynamic normal load (DNL) conditions. Engineering Geology, 213. 133-141 doi:10.1016/j.enggeo.2016.08.016
Frühwirt, Thomas, Pötschke, Daniel, Konietzky, Heinz (2021) Simulation of direct shear tests using a forces on fracture surfaces (FFS) approach. Environmental Earth Sciences, 80 (8) doi:10.1007/s12665-021-09606-6
Dang, Wengang, Konietzky, Heinz, Frühwirt, Thomas, Herbst, Martin (2020) Cyclic Frictional Responses of Planar Joints Under Cyclic Normal Load Conditions: Laboratory Tests and Numerical Simulations. Rock Mechanics and Rock Engineering, 53 (1). 337-364 doi:10.1007/s00603-019-01910-9
Chang, Lifu, Konietzky, Heinz, Frühwirt, Thomas (2019) Strength Anisotropy of Rock with Crossing Joints: Results of Physical and Numerical Modeling with Gypsum Models. Rock Mechanics and Rock Engineering, 52 (7). 2293-2317 doi:10.1007/s00603-018-1714-8
Dang, Wengang, Konietzky, Heinz, Frühwirt, Thomas (2016) Rotation and stress changes on a plane joint during direct shear tests. International Journal of Rock Mechanics and Mining Sciences, 89. 129-135 doi:10.1016/j.ijrmms.2016.09.004
Chakraborti, Sukanya, Konietzky, Heinz, Walter, Katrin (2012) A Comparative Study of Different Approaches for Factor of Safety Calculations by Shear Strength Reduction Technique for Non-linear Hoek–Brown Failure Criterion. Geotechnical and Geological Engineering, 30 (4). 925-934 doi:10.1007/s10706-012-9517-2
Giwelli, A. A., Gumati, A., Sakaguchi, K., Matsuki, K. (2014) Effects of Scale and Normal Stress on Shear Behavior of a Soft Fracture Replica. Geotechnical and Geological Engineering, 32 (3). 673-686 doi:10.1007/s10706-014-9743-x
Hu, Huihua, Zhang, Xing, Cheng, Yanhui (2022) Experimental Study on the Rheological Shear Mechanical Behavior of Bolted Joints. Geotechnical and Geological Engineering, 40 (8) 4183-4194 doi:10.1007/s10706-022-02150-5
 
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