Zobrazeno 1 - 10
of 62
pro vyhledávání: '"JingMao LIU"'
Publikováno v:
International Journal of Distributed Sensor Networks, Vol 14 (2018)
Equivalent linear dynamic analysis is the primary method of analysis for concrete-faced rockfill dams during earthquake. However, this method cannot be directly used to estimate permanent deformation during earthquake, which is important to evaluate
Externí odkaz:
https://doaj.org/article/be6cc0eaf8b642c69f2fc9e6b16459f9
Publikováno v:
SCIENTIA SINICA Technologica. 52:1831-1838
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e86601ab08642fa5ed766d997c7903c
https://doi.org/10.1360/sst-2021-0335
https://doi.org/10.1360/sst-2021-0335
Publikováno v:
Canadian Geotechnical Journal; Nov2023, Vol. 60 Issue 11, p1613-1628, 16p
Autor:
Jiachen Zhang, Xiaomeng Ji, Xianjing Kong, Jingmao Liu, Degao Zou, Chenguang Zhou, Yongkui Fu
Publikováno v:
Measurement. 217:112905
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44d7a8b741b134850aac68123d52b1c4
https://doi.org/10.1016/j.measurement.2023.112905
https://doi.org/10.1016/j.measurement.2023.112905
Publikováno v:
Engineering Analysis with Boundary Elements. 126:136-150
Cosserat continuum method can be used to solve stress concentration of holes. However, with the shape limitation of its elements, it is worthwhile to improve the element quality so that this method can be universal and feasible to complex situations.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b092735943014b59deadfd4bd82ab5fe
https://doi.org/10.1016/j.enganabound.2021.02.007
https://doi.org/10.1016/j.enganabound.2021.02.007
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 44:2042-2069
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d36828107421314741b4628122ac2740
https://doi.org/10.1002/nag.3118
https://doi.org/10.1002/nag.3118
Publikováno v:
Acta Geotechnica. 16:1-19
Membrane penetration during triaxial tests can degrade the accuracy of results which affects the volumetric strain in drained tests or the pore pressure in undrained tests, and this problem has attracted much attention in the research community. Howe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b73e3b8fec84490967d5dd41ada79ec7
https://doi.org/10.1007/s11440-020-00998-6
https://doi.org/10.1007/s11440-020-00998-6
Publikováno v:
Computers and Geotechnics. 155:105209
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9781cab1e6e22414038b6ef7afa5b44
https://doi.org/10.1016/j.compgeo.2022.105209
https://doi.org/10.1016/j.compgeo.2022.105209
Publikováno v:
Computers and Geotechnics. 151:104950
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95c3b7ea26bde2abcd0dc59cf64a1551
https://doi.org/10.1016/j.compgeo.2022.104950
https://doi.org/10.1016/j.compgeo.2022.104950