Zobrazeno 1 - 10
of 41
pro vyhledávání: '"Liu-Chao Qiu"'
Publikováno v:
Case Studies in Construction Materials, Vol 16, Iss , Pp e00884- (2022)
A comprehensive research study was conducted to evaluate the compressive strength of a new underwater concrete (UWC) type, commonly referred to as self-protected underwater concrete (SPUC). As the compressive strength is generally considered an essen
Externí odkaz:
https://doaj.org/article/daba66fb6c704f2897bb41a55bc4c24a
Autor:
Liu-Chao Qiu, Yu Han
Publikováno v:
Advances in Materials Science and Engineering, Vol 2018 (2018)
A three-dimensional multiple-relaxation-time lattice Boltzmann method (MRT-LBM) with a D3Q27 discrete velocity model is applied for simulation of self-compacting concrete (SCC) flows. In the present study, the SCC is assumed as a non-Newtonian fluid,
Externí odkaz:
https://doaj.org/article/2b4a19f4e40243308080f25f36001242
Publikováno v:
Water; Volume 15; Issue 7; Pages: 1307
A high-speed debris flow sliding into a reservoir can cause a huge disaster. Consequently, predicting landslide movement accurately and its potential interaction with water is crucial. This paper developed a computational model based on a two–layer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1eeacc71f4fcf9c8681a607e104e406a
Publikováno v:
Journal of Building Engineering. 74:106934
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14df4574ea4a987eb4a6ba36bdcddf61
https://doi.org/10.1016/j.jobe.2023.106934
https://doi.org/10.1016/j.jobe.2023.106934
Publikováno v:
Applied Ocean Research. 137:103608
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9594f3253c8a80a89883ecd9258ed7f
https://doi.org/10.1016/j.apor.2023.103608
https://doi.org/10.1016/j.apor.2023.103608
Publikováno v:
Journal of Hydrodynamics. 33:593-601
The mechanism of the flow resistance in open channels and pipelines is of vital importance for various critical issues related to the water flow. The Nikurade’s method of calculating the friction factor is not applicable in some cases. It is necess
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f503865fd011abdb5042b14ad86aa91
https://doi.org/10.1007/s42241-021-0039-3
https://doi.org/10.1007/s42241-021-0039-3
Autor:
Yong-Sen Yang, Liu-Chao Qiu
Publikováno v:
Soils and Foundations. 60:1322-1330
Piles with enlarged base have been widely employed in the civil and coastal engineering due to its high resistance to uplift. Many researchers have investigated the bearing capacity of enlarged base piles in case of small strains, but the investigati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b7bd81216555e3438b422f757f65e301
https://doi.org/10.1016/j.sandf.2020.08.003
https://doi.org/10.1016/j.sandf.2020.08.003
Publikováno v:
Construction and Building Materials. 365:130026
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a64df2b3ebb8719907e6e503d08187a6
https://doi.org/10.1016/j.conbuildmat.2022.130026
https://doi.org/10.1016/j.conbuildmat.2022.130026
Publikováno v:
Engineering Analysis with Boundary Elements. 105:70-77
Due to the complicated interactions between the liquid phase and solid particles, it is important to adequately simulate the components themselves in a non-Newtonian solid–liquid flow with a free surface. In this work, a hybrid computational framew
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4a30a5f24cb5f6d6454422f223420e6
https://doi.org/10.1016/j.enganabound.2019.04.015
https://doi.org/10.1016/j.enganabound.2019.04.015
Publikováno v:
Engineering Analysis with Boundary Elements. 102:51-59
Landslide generated tsunami waves can trigger debris flows or floods which may lead to serious damage to civil structures and endanger life. Therefore, it is important to deeply understand such problems for disaster prevention and mitigation. In this
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba3ffcfa29f6615556a57cb4c6fe0e74
https://doi.org/10.1016/j.enganabound.2019.02.011
https://doi.org/10.1016/j.enganabound.2019.02.011