Zobrazeno 1 - 10
of 12
pro vyhledávání: '"YongQian QU"'
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:
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
Publikováno v:
Soil Dynamics and Earthquake Engineering. 119:320-330
Damage and cracks in concrete face slabs threaten the safety of concrete-faced rockfill dams (CFRDs). The use of fiber-reinforced concrete is an effective engineering measure that prevents the formation of cracks in face slabs. However, there is litt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::92b57f10fe522261abf767a75c0633b3
https://doi.org/10.1016/j.soildyn.2019.01.018
https://doi.org/10.1016/j.soildyn.2019.01.018
Publikováno v:
Computers and Geotechnics. 149:104861
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::05f868e0cbb463e6bac9b2c38131f91c
https://doi.org/10.1016/j.compgeo.2022.104861
https://doi.org/10.1016/j.compgeo.2022.104861
Publikováno v:
Science China Technological Sciences. 61:1092-1106
In simulations of geotechnical engineering, interface elements are versatile tools and are widely used in the modeling of the relative displacements between soils and structures. To consider the case of a local failure adjacent to a soil-structure in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aba502666a082896bb3e08f10a9a121d
https://doi.org/10.1007/s11431-017-9269-7
https://doi.org/10.1007/s11431-017-9269-7
Publikováno v:
Computers and Geotechnics. 139:104376
The concrete face slab is the primary anti-seepage component of concrete faced rockfill dams (CFRDs). Therefore, the seismic safety of the slab is an important issue. In this paper, the cohesive zone model and the explicit solution are expanded to co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d11142f9ef531dc49d653a5ea21d129
https://doi.org/10.1016/j.compgeo.2021.104376
https://doi.org/10.1016/j.compgeo.2021.104376
Publikováno v:
Computers and Geotechnics. 85:103-116
Based on the Goodman element, the Guyan reduction method is introduced to develop the interface element with asymmetric nodes, which accomplishes the coarse-fine mesh transition between soil and structure in finite element models by providing a diffe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee7c0fe0b74a866ba3e548ac684615b7
https://doi.org/10.1016/j.compgeo.2016.12.013
https://doi.org/10.1016/j.compgeo.2016.12.013
Publikováno v:
Science China Technological Sciences. 60:510-522
Estimating the cracking capacity of the face slab and recommending effective crack-control measures are important for the anti-seismic safety of concrete-faced rockfill dams (CFRDs). In this paper, two-dimensional analyses of CFRDs are performed to s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f972645cbb95a2a6cb96eec3a0d493db
https://doi.org/10.1007/s11431-016-0363-6
https://doi.org/10.1007/s11431-016-0363-6
Publikováno v:
Engineering Structures. 237:112035
Structural discontinuities are common (e.g. cracks, segmented structures) especially in large-scale geotechnical structures, which can lead to the discontinuous soil-structure interaction (SSI) problems. Thus, in this paper a mixed interpolation inte
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::740ee1313e28c475b19e2cd02c0cefdf
https://doi.org/10.1016/j.engstruct.2021.112035
https://doi.org/10.1016/j.engstruct.2021.112035
Publikováno v:
International Journal of Computational Methods. 18:2050023
In this paper, the meshless method is extended to simulate the interaction between soil and structure through 2D finite element (FE) model. The background mesh line shared by each surface of interface is introduced for Gauss points’ generation and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb293d04a65b4d6dca64a1f1ccaa644d
https://doi.org/10.1142/s0219876220500231
https://doi.org/10.1142/s0219876220500231