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المؤلفون: Tahershamsi, H., Ahmadi-Naghadeh, Reza, Zuada Coelho, B., Dijkstra, J.
المصدر: Transportation Geotechnics. 42
مصطلحات موضوعية: Cyclic loading, Natural soft clay, Pre-shearing, Resistance concept, Strain accumulation, amplitude, numerical model, railway, soft clay, strain analysis
وصف الملف: print
الوصول الحر: https://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-62084Test
https://doi.org/10.1016/j.trgeo.2023.101011Test -
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المؤلفون: Tahershamsi, Hossein, 1992, Ahmadi Naghadeh, Reza, Zuada Coelho, Bruno, Dijkstra, Jelke, 1980
المصدر: Transportation Geotechnics. 42
مصطلحات موضوعية: Cyclic loading, Pre-shearing, Strain accumulation, Resistance concept, Natural soft clay
وصف الملف: electronic
الوصول الحر: https://research.chalmers.se/publication/536307Test
https://research.chalmers.se/publication/536203Test
https://research.chalmers.se/publication/536307/file/536307_Fulltext.pdfTest -
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المؤلفون: Tornborg, Johannes, 1984, Karlsson, Mats, 1974, Karstunen, Minna, 1965
المصدر: Digital Twin Cities Centre Rate-dependent response of excavations and permanent underground structures Effektiva beräkningsmodeller för hållbar användning av djupstabilisering i stadsmiljö Journal of Geotechnical and Geoenvironmental Engineering - ASCE. 149(6)
مصطلحات موضوعية: Retaining structure, Excavation, Soft clay
وصف الملف: electronic
الوصول الحر: https://research.chalmers.se/publication/535639Test
https://research.chalmers.se/publication/535602Test
https://research.chalmers.se/publication/535639/file/535639_Fulltext.pdfTest -
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المؤلفون: Tahershamsi, Hossein, 1992
المصدر: Deformationer på spår-platta grundlagd på pålar i lös lera Quantifying complex track stiffness response.
مصطلحات موضوعية: Natural soft clay, Global Sensitivity Analysis, Sobol method, Experimental design, Rate-dependent models, Cyclic accumulation models, Cyclic degradation, Uncertainty analysis
وصف الملف: electronic
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المؤلفون: Wikby, Pierre, 1995, Abed, Ayman, 1976, Karlsson, Mats, 1974, Sundell, Jonas, 1984, Karstunen, Minna, 1965
المصدر: Digital Twin Cities Centre Modellering av tidsberoende grundvattensänkning, markdeformationer och dess skaderisker 10th European Conference on Numerical Methods in Geotechnical Engineering, London, United Kingdom 10th European Conference on Numerical Methods in Geotechnical Engineering. :1-6
مصطلحات موضوعية: Subsidence, Sensitivity analysis, Underdrainage, Soft clay
الوصول الحر: https://research.chalmers.se/publication/538828Test
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المؤلفون: Zuada Coelho, Bruno, Dijkstra, Jelke, 1980, Karstunen, Minna, 1965
المصدر: Computers and Geotechnics. 135
مصطلحات موضوعية: Cyclic deformation, Soft clay, Constitutive modelling, Rate dependence
وصف الملف: electronic
الوصول الحر: https://research.chalmers.se/publication/523910Test
https://research.chalmers.se/publication/523910/file/523910_Fulltext.pdfTest -
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المؤلفون: Tornborg, Johannes, 1984, Karlsson, Mats, 1974, Kullingsjö, Anders, 1974, Karstunen, Minna, 1965
المصدر: Digital Twin Cities Centre Omgivningspåverkan på olika grund av djupa schakter i lösa leror Tidsberoende effekter av schakt i lös lera Computers and Geotechnics. 134
مصطلحات موضوعية: Rate-dependency, Soft clay, Constitutive modelling, Earth pressure, Excavation, Anisotropy
وصف الملف: electronic
الوصول الحر: https://research.chalmers.se/publication/522755Test
https://research.chalmers.se/publication/522755/file/522755_Fulltext.pdfTest -
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المؤلفون: Jostad, H. P., Yannie, Jorge, 1986
المصدر: European Journal of Environmental and Civil Engineering. 26(7):2600-2615
مصطلحات موضوعية: soft clay, unloading, triaxial apparatus, Creep, isotaches
الوصول الحر: https://research.chalmers.se/publication/514822Test
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المؤلفون: Wood, Tara, 1974, Karstunen, Minna, 1965
المصدر: European Journal of Environmental and Civil Engineering. 26(7):2581-2599
مصطلحات موضوعية: pile raft, Deep foundations, soft clay, numerical modelling, creep
الوصول الحر: https://research.chalmers.se/publication/501240Test
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المؤلفون: Karstunen, Minna, 1965, Birmpilis, Georgios, 1988, Dijkstra, Jelke, 1980
المصدر: 5th International Conference on Geotechnical Engineering Education, GEE 2020, Athens, Greece Geotechnical Engineering Education. :38-50
مصطلحات موضوعية: Embankment, Soft clay, Asaoka’s method, Consolidation, Class C prediction
الوصول الحر: https://research.chalmers.se/publication/527667Test
