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Publikacja w czasopiśmie

Typ:

Publikacja w czasopiśmie

Opublikowano w:

Acta Geotechnica
ISSN: 1861-1125

Rok wydania:

2023

DOI:

Cyfrowy identyfikator dokumentu elektronicznego (otwiera się w nowej karcie) https://doi.org/10.1007/s11440-023-02031-y

Bibliografia: test

1. L. AnhDan and J. Koseki. Effects of large number of cyclic loading on deformation characteristics of dense granular materials. Soils and Foundations, 44(3):115-123, 2004. otwiera się w nowej karcie
2. L. AnhDan, J. Koseki, and T. Sato. Comparison of Young's moduli of dense sand and gravel measured by dynamic and static methods. Geotechnical Testing Journal, ASTM, 25(4):349-358, 2002.
3. M.H. Baziar and H. Sharafi. Assessment of silty sand liquefaction potential using hollow torsional tests -An energy approach. Soil Dynamics and Earthquake Engineering, 31:857-865, 2011. otwiera się w nowej karcie
4. C.S. Chang and R.V. Whitman. Drained permanent deformation of sand due to cyclic loading. Journal of Geotechnical Engineering, ASCE, 114(10):1164-1180, 1988. otwiera się w nowej karcie
5. R. Galindo, M. Illueca, and R. Jimenez. Permanent deformation estimates of dynamic equipment foundations: Application to a gas turbine in granular soils. Soil Dynamics and Earthquake Engineering, 63(1):8-18, 2014. otwiera się w nowej karcie
6. V.N. Georgiannou and A. Tsomokos. Comparison of two fine sands under torsional loading. Canadian Geotechnical Journal, 45:1659-1672, 2008. otwiera się w nowej karcie
7. S. Goto, F. Tatsuoka, S. Shibuya, Y.-S. Kim, and T. Sato. A simple gauge for local small strain measurements in the laboratory. Soils and Foundations, 31(1):169-180, 1991. otwiera się w nowej karcie
8. E. Hoque, T. Sato, and F. Tatsuoka. Performance evaluation of LDTs for use in triaxial tests. Geotechnical Testing Journal, 20(2):149-167, 1997.
9. E. Hoque and F. Tatsuoka. Anisotropy in elastic deformation of granular materials. Soils and Foundations, 38(1):163-179, 1998. otwiera się w nowej karcie
10. E. Hoque and F. Tatsuoka. Effects of stress ratio on small- strain stiffness during triaxial shearing. Géotechnique, 54(7):429-439, 2004. otwiera się w nowej karcie
11. H.P. Jostad, B.M. Dahl, A. Page, N. Sivasithamparam, and H. Sturm. Evaluation of soil models for improved design of offshore wind turbine foundations in dense sand. Géotechnique, 70(8):682-699, 2020. otwiera się w nowej karcie
12. W.S. Kaggwa, J.R. Booker, and J.P. Carter. Residual strains in calcareous sand due to irregular cyclic loading. Journal of Geotechnical Engineering, ASCE, 117(2):201- 218, 1991. otwiera się w nowej karcie
13. L. Knittel. Granular soils under multidimensional cyclic loading. Dissertation, Institute for Soil Mechanics and Rock Mechanics, Karlsruhe Institute of Technology (KIT), No. 188, 2020.
14. L. Knittel, T. Wichtmann, A. Niemunis, G. Huber, E. Espino, and T. Triantafyllidis. Pure elastic stiffness of sand represented by response envelopes derived from cyclic triaxial tests with local strain measurements. Acta Geotechnica, 15:2075-2088, 2020. otwiera się w nowej karcie
15. S. Lenart, J. Koseki, Y. Miyashita, and T. Sato. Large- scale triaxial tests of dense gravel material at low confining pressures. Soils and Foundations, 54(1):45-55, 2014. otwiera się w nowej karcie
16. S. López-Querol and R. Bázquez. Validation of a new endochronic liquefaction model for granular soil by using centrifuge test data. Soil Dynamics and Earthquake Engineering, 27(2):920-937, 2007. otwiera się w nowej karcie
17. M.P. Luong. Mechanical aspects and thermal effects of cohesionless soils under cyclic and transient loading. In Proc. IUTAM Conf. on Deformation and Failure of Granular materials, Delft, pages 239-246, 1982.
18. J. Machaček, T. Wichtmann, H. Zachert, and Th. Triantafyllidis. Long-term settlements of a ship lock: measurements vs. FE-prediction using a high cycle accumulation model. Computers and Geotechnics, 97(5):222-232, 2018. otwiera się w nowej karcie
19. H. Matsuoka and T. Nakai. A new failure criterion for soils in three-dimensional stresses. In Deformation and Failure of Granular Materials, pages 253-263, 1982. Proc. IUTAM Symp. in Delft.
20. M. Miner. Cumulative damage in fatigue. Transactions of the American Society of Mechanical Engineering, 67:A159- A164, 1945. otwiera się w nowej karcie
21. P.C. Munoz Rodriguez. Investigations on the strain accumulation of sand under cyclic loading with high pressures and large stress amplitudes, Bachelorarbeit. Institut für Bodenmechanik und Felsmechanik, Karlsruher Institut für Technologie (KIT), 9 2019.
22. P.G. Nicholson, R.B. Seed, and H.A. Anwar. Elimination of membrane compliance in undrained triaxial testing. I. Measurement and evaluation. Canadian Geotechnical Journal, 30(5):727-738, 1993. otwiera się w nowej karcie
23. A. Niemunis. Extended hypoplastic models for soils. Habilitation, Veröffentlichungen des Institutes für Grundbau und Bodenmechanik, Ruhr-Universität Bochum, Heft Nr. 34, 2003.
24. A. Niemunis and L. Knittel. Removal of the membrane penetration error from triaxial data. Open Geomechanics, 2(5), 2020. otwiera się w nowej karcie
25. A. Niemunis, T. Wichtmann, and Th. Triantafyllidis. A high-cycle accumulation model for sand. Computers and Geotechnics, 32(4):245-263, 2005. otwiera się w nowej karcie
26. A.M. Page, R.T. Klinkvort, S. Bayton, Y. Zhang, and H.P. Jostad. A procedure for predicting the permanent rotation of monopiles in sand supporting offshore wind turbines. Marine Structures. otwiera się w nowej karcie
27. C. Pasten, H. Shin, and J.C. Santamarina. Long-term foundation response to repetitive loading. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 140(4), 2014. otwiera się w nowej karcie
28. H. Shahnazari and I. Towhata. Torsion shear tests on cyclic stress-dilatancy relationship of sand. Soils and Foundations, 42(1):105-119, 2002. otwiera się w nowej karcie
29. P. Staubach and T. Wichtmann. Long-term deformations of monopile foundations for offshore wind turbines studied with a high-cycle accumulation model. Computers and Geotechnics, 124, 2020. otwiera się w nowej karcie
30. H.E. Stewart. Permanent strains from cyclic variable- amplitude loadings. Journal of Geotechnical Engineering, ASCE, 112(6):646-660, 1986. otwiera się w nowej karcie
31. F. Tatsuoka, K. Ochi, S. Fujii, and M. Okamoto. Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods. Soils and Foundations, 26(3):23-41, 1986. otwiera się w nowej karcie
32. K. Tokimatsu. System compliance correction from pore pressure response in undrained triaxial tests. Soils and Foundations, 30(2):14-22, 1990. otwiera się w nowej karcie
33. A. Wappler. Verformungsakkumulation in dichtest gelagertem Sand unter zyklischer Beanspruchung, Bachelorarbeit. Institut für Bodenmechanik und Felsmechanik, Karlsruher Institut für Technologie (KIT), 1 2019.
34. A. Wappler, L. Knittel, A. Niemunis, and H.H. Stutz. On the erasing of the cyclic history by monotonic deformations. In 41st International Conference on Ocean, Offshore and Arctic Engineering (OMAE), Hamburg, 2022. otwiera się w nowej karcie
35. T. Wichtmann. Explicit accumulation model for non- cohesive soils under cyclic loading. PhD thesis, Publications of the Institute of Soil Mechanics and Foundation Engineering, Ruhr-University Bochum, Issue No. 38, 2005.
36. T. Wichtmann. Soil behaviour under cyclic loading - experimental observations, constitutive description and applications. Habilitation thesis, Publications of the Institute of Soil Mechanics and Rock Mechanics, Karlsruhe Institute of Technology, Issue No. 181, 2016. otwiera się w nowej karcie
37. T. Wichtmann and L. Knittel. Behaviour of granular soils under uni-and multidimensional drained high-cyclic loading. In Th. Triantafyllidis, editor, Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice, pages 136-165. Springer, 2019. otwiera się w nowej karcie
38. T. Wichtmann, A. Niemunis, and Th. Triantafyllidis. Experimental evidence of a unique flow rule of non-cohesive soils under high-cyclic loading. Acta Geotechnica, 1(1):59- 73, 2006. otwiera się w nowej karcie
39. T. Wichtmann, A. Niemunis, and Th. Triantafyllidis. On the influence of the polarization and the shape of the strain loop on strain accumulation in sand under high- cyclic loading. Soil Dynamics and Earthquake Engineering, 27(1):14-28, 2007. otwiera się w nowej karcie
40. T. Wichtmann, A. Niemunis, and Th. Triantafyllidis. Validation and calibration of a high-cycle accumulation model based on cyclic triaxial tests on eight sands. Soils and Foundations, 49(5):711-728, 2009. otwiera się w nowej karcie
41. T. Wichtmann, A. Niemunis, and Th. Triantafyllidis. On the "elastic" stiffness in a high-cycle accumulation model for sand: a comparison of drained and undrained cyclic triaxial tests. Canadian Geotechnical Journal, 47(7):791- 805, 2010. otwiera się w nowej karcie
42. T. Wichtmann, A. Niemunis, and Th. Triantafyllidis. Strain accumulation in sand due to drained cyclic loading: on the effect of monotonic and cyclic preloading (Miner's rule). otwiera się w nowej karcie
43. Soil Dynamics and Earthquake Engineering, 30(8):736-745, 2010. otwiera się w nowej karcie
44. T. Wichtmann, A. Niemunis, and Th. Triantafyllidis. On the "elastic stiffness" in a high-cycle accumulation model - continued investigations. Canadian Geotechnical Journal, 50(12):1260-1272, 2013. otwiera się w nowej karcie
45. T. Wichtmann, A. Niemunis, and Th. Triantafyllidis. Flow rule in a high-cycle accumulation model backed by cyclic test data of 22 sands. Acta Geotechnica, 9(4):695-709, 2014. otwiera się w nowej karcie
46. T. Wichtmann, A. Niemunis, and Th. Triantafyllidis. Improved simplified calibration procedure for a high-cycle accumulation model. Soil Dynamics and Earthquake Engineering, 70(3):118-132, 2015. otwiera się w nowej karcie
47. T. Wichtmann, H.A. Rondón, A. Niemunis, Th. Triantafyllidis, and A. Lizcano. Prediction of permanent deformations in pavements using a high-cycle accumulation model. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 136(5):728-740, 2010. otwiera się w nowej karcie
48. T. Wichtmann and Th. Triantafyllidis. Strain accumulation due to packages of cycles with varying amplitude and/or average stress -on the bundling of cycles and the loss of the cyclic preloading memory. Soil Dynamics and Earthquake Engineering, 101:250-263, 2017. otwiera się w nowej karcie
49. S. Yamashita and S. Toki. Effects of fabric anisotropy of sand on cyclic undrained triaxial and torsional strengths. Soils and Foundations, 33(3):92-104, 1993. otwiera się w nowej karcie
50. M. Yoshimine, K. Ishihara, and W. Vargas. Effects of principle stress direction and intermediate principle stress on undrained shear behavior of sand. Soils and Foundations, 38(3):179-188, 1998. otwiera się w nowej karcie

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