Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Desen Kong"'
Publikováno v:
Chengshi guidao jiaotong yanjiu, Vol 27, Iss 3, Pp 43-48 (2024)
[Objective] In order to improve the formation adaptability of the tunnel boring machine (shorten as TBM) and solve the problem of TBM selection for the west extension section of Qingdao Metro Line 2 (hereinafter referred to as Line 2) in the complex
Externí odkaz:
https://doaj.org/article/1ceb87cb84b24ce38a9d45f56024369e
Publikováno v:
IEEE Access, Vol 8, Pp 195-204 (2020)
In this paper, the pile-soil interaction of the pile foundation of an inclined straight alternating group in a liquefiable site under a seismic load was studied through the form changes to the pile cap within the inclined straight alternating group.
Externí odkaz:
https://doaj.org/article/d8d642a309a24c66a4b84662c4f3e050
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In order to investigate the bearing characteristics of inclined straight alternating pile groups under vertical and horizontal loads, the indoor model test of 2 × 2 inclined straight alternating pile groups with two layers of soil on low pile caps w
Externí odkaz:
https://doaj.org/article/4b7dbb31823f41d58430ec083d38192c
Publikováno v:
Shock and Vibration, Vol 2020 (2020)
According to the advantages of high tensile resistance and high shear strength of composite steel plate, a new antiexplosion protection method of composite steel plate lining structure is put forward. The numerical model of explosion impact of subway
Externí odkaz:
https://doaj.org/article/b50ba9a9204943dbb14cf47c65b03b59
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
In this paper, the pile-soil interaction of a low-rise pile cap foundation of an inclined straight alternating pile on two or three layers of a soil liquefaction site under seismic load is studied. By inputting the 0.5 g El Centro seismic wave in FLA
Externí odkaz:
https://doaj.org/article/2686477c61024c0390ceea36167001c0
Publikováno v:
Shock and Vibration, Vol 2019 (2019)
For the study of interaction between piles-soil-structure with different caps, the FLAC3D finite difference software was used as the research tool, and dynamic load was El Centro seismic wave. The numerical model of obliquely pile groups of the pile-
Externí odkaz:
https://doaj.org/article/3ab22fb7ae79496e9e6534d7669e79bd
Autor:
Jian Shi, Desen Kong
Publikováno v:
Applied Sciences, Vol 11, Iss 10, p 4576 (2021)
Based on plastic limit analysis, the deformation and fracture mechanism of the floor in the large-span chambers of deep mines are discussed and a similarity model test is carried out to verify the reliability of the theoretical analysis. The results
Externí odkaz:
https://doaj.org/article/cd3adfa5fcbd4c428857df856b0f2aab
Publikováno v:
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics. 174:130-142
A subway, as a transportation facility for huge traffic, is prone to be the target of terrorist bombings while facilitating people in traffic significantly. Accordingly, to reduce the impact of security risk, this paper proposes a new composite steel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e1c088bae8465e8742968c25650181ac
https://doi.org/10.1680/jencm.19.00025
https://doi.org/10.1680/jencm.19.00025
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::010b726ea2509412799968533adcf57d
https://doi.org/10.1061/(asce)ww.1943-5460.0000702
https://doi.org/10.1061/(asce)ww.1943-5460.0000702
Publikováno v:
Shock and Vibration, Vol 2020 (2020)
According to the advantages of high tensile resistance and high shear strength of composite steel plate, a new antiexplosion protection method of composite steel plate lining structure is put forward. The numerical model of explosion impact of subway
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::55a338157e72d9f91fca79bd24b28f98
https://doi.org/10.1155/2020/2693659
https://doi.org/10.1155/2020/2693659