Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Yahong Wangren"'
Publikováno v:
Tehnički Vjesnik, Vol 27, Iss 3, Pp 978-985 (2020)
In the paper, a study is conducted to pile foundation post-grouting and static load test, in which the tested value is used to compare with the standard of China, America and Europe. Taking Li-yuTuo bridge as study object, the trial piles - 3c2 and 3
Externí odkaz:
https://doaj.org/article/3b0f2fe3423d4d53b8aef31c46204b48
Autor:
Xianbin Huang, Chenyang Liu, Yahong Wangren, Mingxing Wang, Yujiao Mei, Zongrong Xie, Man Liao
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
The paper presents a new type of material—foamed concrete—adopted for expansion subgrade of the expressway. Intriguingly, the irregular through shakes appear on its top. The method combining the engineering case, theoretical analysis, and numeric
Externí odkaz:
https://doaj.org/article/073dc281c9154c62ab1b3cbfe53c7d1d
Publikováno v:
Shock and Vibration, Vol 2018 (2018)
An analysis was carried out in this paper on the bearing capacity of pier pile and seismic performance rule when the low-pile cap is increased by 1 meter, 2 meters, and 3 meters. The bottom of the pile cap of pier no. 11 of Minjiang River bridge face
Externí odkaz:
https://doaj.org/article/d0471c8e8f584def9aa36ecfe2616acc
Autor:
Zongrong Xie, Xianbin Huang, Mingxing Wang, Mei Yujiao, Chenyang Liu, Yahong Wangren, Man Liao
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
The paper presents a new type of material—foamed concrete—adopted for expansion subgrade of the expressway. Intriguingly, the irregular through shakes appear on its top. The method combining the engineering case, theoretical analysis, and numeric
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b3e6f5c49e26d6aac9623a1225f8de0c
Publikováno v:
AIP Conference Proceedings.
The group of pile foundation of no.5 pier in Shoujiang Bridge needs to overcome the big load of large span continuous steel structure. The length of single pile foundation is 77m and the diameter of single pile foundation is 250cm. It not only faces
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3cb9cf0a9e26bdf179797e8ca98cd614
https://doi.org/10.1063/1.5029717
https://doi.org/10.1063/1.5029717