Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Jun-wei Bi"'
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
The combined retaining structure has gradually received considerable attention in the slope engineering, due to its good reinforcement effects. However, most of the published research studies were focused on the seismic responses of the single-formal
Externí odkaz:
https://doaj.org/article/bba7cc7e1f1b4cd6b0a9e3c72bfe5933
Publikováno v:
Journal of Central South University. 27:2455-2464
The pile-supported subgrade has been widely used in high-speed railway construction in China. To investigate the ground vibrations of such composite foundation subjected to moving loads induced by high-speed trains (HSTs), three-dimensional (3D) fini
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f967274dd9f7681fb203dc480d907652
https://doi.org/10.1007/s11771-020-4461-4
https://doi.org/10.1007/s11771-020-4461-4
Experimental Investigation on Seismic Compression of Sand Subjected to Multidirectional Cyclic Loads
Publikováno v:
Journal of Earthquake and Tsunami. 15
The ground is simultaneously subjected to both horizontal and vertical motions during earthquakes; however, the majority of existing studies on seismic compression are still limited to the horizontal earthquake motions only. In this work, the objecti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::027e6b6d7cbda605a3dde42baba7a2fd
https://doi.org/10.1142/s1793431121500238
https://doi.org/10.1142/s1793431121500238
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
The combined retaining structure has gradually received considerable attention in the slope engineering, due to its good reinforcement effects. However, most of the published research studies were focused on the seismic responses of the single-formal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2261b898216282be3d9335e4a2517671
https://doaj.org/article/bba7cc7e1f1b4cd6b0a9e3c72bfe5933
https://doaj.org/article/bba7cc7e1f1b4cd6b0a9e3c72bfe5933
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811523489
The pile-supported subgrade reinforced by geogrid is widely applied in the construction of high-speed railway in China. To investigate the ground-borne vibration of such composite foundations subjected to moving loads induced by high-speed trains, a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3c60f5e92b0a1f387830e2f0d79d2c8
https://doi.org/10.1007/978-981-15-2349-6_24
https://doi.org/10.1007/978-981-15-2349-6_24
Publikováno v:
Advanced Materials Research. :977-980
In the analysis of dynamic coupling interaction between wheel and rail, there are two kinds of models be widely applied, the Simplified dynamic model and the non-simplified dynamic model. And the calculation principles of these two models have been g
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50929b36f81f246792c4469e0e3dcf01
https://doi.org/10.4028/www.scientific.net/amr.919-921.977
https://doi.org/10.4028/www.scientific.net/amr.919-921.977
Publikováno v:
Advanced Materials Research. :960-964
Based on the design of the large-scale shaking table test of an underground pipeline under three dimension seismic excitation, the dynamic response of the soil-structure is analyzed by using ANSYS. In the numerical simulation, Drucker-Prager constitu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61750ce5321a9c6859f83811eff87532
https://doi.org/10.4028/www.scientific.net/amr.919-921.960
https://doi.org/10.4028/www.scientific.net/amr.919-921.960
Publikováno v:
Advanced Materials Research. :7-9
A dyke construction was dealed with geotextile-encased sand columns. The dyke was used to enclose a polder in Hamburg-Finkenwerder, Germany. With the help of geotextile, the columns can be used in very soft soils , even undrained shear strength cu <
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46854d26bc8087a0d27dbaa0ee40dade
https://doi.org/10.4028/www.scientific.net/amr.919-921.7
https://doi.org/10.4028/www.scientific.net/amr.919-921.7