Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Tie Lin Chen"'
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
The collapse mechanism of a circular unlined tunnel roof subjected to the pore water pressure under plane strain conditions is investigated in this article. First, the model of calculating the function expression of the detaching surface for the coll
Externí odkaz:
https://doaj.org/article/debc5747b6234526b57220cbd2502678
Publikováno v:
Engineering Computations. 37:1109-1130
Purpose Near-surface mounted (NSM) fiber-reinforced polymer (FRP) rod is extensively applied in reinforced concrete (RC) structures. The mechanical performances of NSM FRP-strengthened RC structures depend on the bond behavior between NSM reinforceme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::74d7dc92efc6087f109a5d2af02aef57
https://doi.org/10.1108/ec-01-2019-0032
https://doi.org/10.1108/ec-01-2019-0032
Autor:
Tie-Lin Chen, Hong-Lian Wang, Yun-Hong Liu, Yin Fang, Rui-Zhi Tan, Pu-Hui Zhou, Qin Zhou, Xiao-Yan Lv
Publikováno v:
The Scientific World Journal, Vol 2014 (2014)
Background. Ex vivo culture of intact embryonic kidney has become a powerful system for studying renal development. However, few methods have been available for gene manipulation and have impeded the identification and investigation of genes in this
Externí odkaz:
https://doaj.org/article/b4a2ea876c8e4a85a84e0ae42ef46381
Publikováno v:
Journal of Mountain Science. 14:2589-2602
Assessing the slope deformation is significant for landslide prediction. Many researchers have studied the slope displacement based on field data from the inclinometer in combination with complicated numerical analysis. They found that there was a sh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be41b0e874e28d4d2c732090078a71be
https://doi.org/10.1007/s11629-016-4127-8
https://doi.org/10.1007/s11629-016-4127-8
Publikováno v:
International Journal of Civil Engineering. 16:1341-1360
The influence of dry unit weight and matric suction on the shear strength and deformation characteristics of unsaturated expansive soil was studied by triaxial tests. Artificial rainfall system and lighting–winding system were, respectively, set up
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac3d02680a95382cced52cf31d782d10
https://doi.org/10.1007/s40999-017-0228-1
https://doi.org/10.1007/s40999-017-0228-1
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
The existing empirical methods of the seepage coefficient for clay have difficulty in parameter acquisition and are poor in calculation accuracy, and it is possible to find reasonable ones based on the mature empirical methods of coarse-grained soil.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dce76095b47b34bb8ea290accabded81
https://doaj.org/article/ac87389cf4a646598974fe5ff334202c
https://doaj.org/article/ac87389cf4a646598974fe5ff334202c
Publikováno v:
Mechanics Research Communications. 73:25-30
In this paper, a flow model for avalanches based on the three-dimensional yield criterion is presented in an attempt to allow the relaxation of the assumption of lateral confinement pressure that is adopted in the traditional three-dimensional Savage
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c41d7a7ff23248f7e5025bb40b62021f
https://doi.org/10.1016/j.mechrescom.2016.02.004
https://doi.org/10.1016/j.mechrescom.2016.02.004
Publikováno v:
Applied Mechanics and Materials. :492-498
Surface settlement and ground loss can be found inevitably and safety risk of pipeline underground is brought consequently due to excavation, no matter what kind of construction method is adopted. Grouting is increasingly used as the corrective measu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27dbebc6ab0dc0bc333cfed818f63a30
https://doi.org/10.4028/www.scientific.net/amm.477-478.492
https://doi.org/10.4028/www.scientific.net/amm.477-478.492
Publikováno v:
Applied Mechanics and Materials. :485-491
Due to the complication of grouting process in soil, design of fracture grouting works is still mainly based on empirical considerations and experiences from past projects. Based on the theory of particle flow, the domain of flow is defined by using
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c67ae9958195f63b052170525652964
https://doi.org/10.4028/www.scientific.net/amm.477-478.485
https://doi.org/10.4028/www.scientific.net/amm.477-478.485
Publikováno v:
China Ocean Engineering. 27:121-130
As a kind of transportation mode for crossing channels, undersea tunnel has incomparable advantages for its directness, convenience, fastness, insusceptibility to weather conditions, and smaller influences on environments. In recent years, with the d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e02f77634c34e25432bdf4f60828ca3b
https://doi.org/10.1007/s13344-013-0011-2
https://doi.org/10.1007/s13344-013-0011-2