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pro vyhledávání: '"0404 Geophysics, 0905 Civil Engineering"'
Jointed rock specimens with planar, sawtooth and natural replicated joint types with a dip angle of 60° were prepared, and a series of cyclic triaxial tests were performed at different confining pressures and cyclic deviatoric stress amplitudes subj
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::349fd0ead14bc866eb24b4dc52cc0d4f
https://hdl.handle.net/10453/169508
https://hdl.handle.net/10453/169508
Publikováno v:
Soil Dynamics and Earthquake Engineering. 164:107617
In this study, the accumulated plastic strain (APS) of granite residual soil (GRS) under traffic loading is investigated via cyclic hollow-cylinder and triaxial tests. GRS is a special type of soil that is found widely in the hot and rainy areas of s
Publikováno v:
Soil Dynamics and Earthquake Engineering. 153:107076
For large-scale dome structures subjected to earthquake ground motions, the need for accurate and efficient approaches that account for uncertainties in design, material properties, loads, damping, and manufacturing processes has grown significantly.