Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Weizhang Liao"'
Publikováno v:
Underground Space, Vol 14, Iss , Pp 263-284 (2024)
For the project of pipe jacking in cohesionless soil, it is key to determine the vertical load on jacked pipe so as to predict the jacking force accurately. In this paper, a new parabolic soil arching model was proposed to calculate the vertical load
Externí odkaz:
https://doaj.org/article/006b8291b1e443099008a1853d9fd304
Publikováno v:
Lithosphere, Vol 2024, Iss 1 (2024)
In pipe jacking engineering, accurate prediction of jacking force is the key to pipe jacking design. Based on a project of the Beijing Daxing Airport Line, the influence of the advance jacked pipes on the jacking force of the subsequent pipe is carri
Externí odkaz:
https://doaj.org/article/a97759153d85455fb5ea7db4b5a1b7aa
Publikováno v:
Earthquake Research Advances, Vol 2, Iss 4, Pp 100169- (2022)
Grouted sleeves can effectively connect precast elements, but the effect of grouted sleeves for increased stiffness and assembled seam for weakening stiffness on the precast column's mechanical properties is unclear. Based on the full-scale test resu
Externí odkaz:
https://doaj.org/article/c6bf2671bb744fb289e2a91bbef800ad
Publikováno v:
Advances in Mechanical Engineering, Vol 11 (2019)
This article presents experimental and numerical studies on the shear behavior of reinforced concrete beams pre-stressed with carbon fiber reinforced polymer tendons. A total of 23 beams were tested to analyze the failure mode and shear performance o
Externí odkaz:
https://doaj.org/article/aa4a10f7da5e406e817854e4feb31e98
Publikováno v:
Soil Dynamics and Earthquake Engineering. 171:107946
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7aa301e2f500888c06acfbf703b32ce
https://doi.org/10.1016/j.soildyn.2023.107946
https://doi.org/10.1016/j.soildyn.2023.107946
Publikováno v:
Computers and Geotechnics. 159:105383
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97647e2b5f6090298522000bbf443b29
https://doi.org/10.1016/j.compgeo.2023.105383
https://doi.org/10.1016/j.compgeo.2023.105383
Publikováno v:
Composite Structures. 308:116677
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c798b5efd52d1747f979efc2a2a69933
https://doi.org/10.1016/j.compstruct.2023.116677
https://doi.org/10.1016/j.compstruct.2023.116677
Publikováno v:
Engineering Structures. 277:115448
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1fadcd5438751af51d8fc6329b0062c5
https://doi.org/10.1016/j.engstruct.2022.115448
https://doi.org/10.1016/j.engstruct.2022.115448
Publikováno v:
Advances in Mechanical Engineering, Vol 11 (2019)
This article presents experimental and numerical studies on the shear behavior of reinforced concrete beams pre-stressed with carbon fiber reinforced polymer tendons. A total of 23 beams were tested to analyze the failure mode and shear performance o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cfa516a195038a76b8f852e776dab441
https://doaj.org/article/aa4a10f7da5e406e817854e4feb31e98
https://doaj.org/article/aa4a10f7da5e406e817854e4feb31e98
Publikováno v:
Science Progress. 103:003685041988523
Seven prestressed concrete beams and one normal concrete beam were tested to study the seismic performance of concrete beams with prestressing carbon fiber reinforced polymer tendons. The failure modes, hysteretic curves, ductility, stiffness degener
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::651f3688627df744c328640452d1b6bc
https://doi.org/10.1177/0036850419885235
https://doi.org/10.1177/0036850419885235