Zobrazeno 1 - 10
of 81
pro vyhledávání: '"Xiao-Nan Gong"'
Publikováno v:
Underground Space, Vol 7, Iss 3, Pp 408-418 (2022)
Leakage-induced hydraulic and ground responses in a twin-tunnel system are analyzed via the proposed analytical solution on the seepage field. The seepage continuity conditions are rigorously satisfied at the interface between the ground and the tunn
Externí odkaz:
https://doaj.org/article/fc7edd0f771f4969aa9f643203dfe500
Publikováno v:
Soils and Foundations, Vol 61, Iss 4, Pp 1086-1098 (2021)
This paper presents a series of laboratory tests on cemented soil with high water content, and the water content of cemented soil samples were all larger than the liquid limit. A group of model PHC pile-cemented soil interface shear tests were then c
Externí odkaz:
https://doaj.org/article/e8be5cb2ec694488aef31b99fd0ae1ab
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
This study investigates building settlements near excavations in soft clay. A simplified theoretical method is proposed to predict the additional settlements and axial forces of excavation-adjacent existing building floating piles in soft clay. The s
Externí odkaz:
https://doaj.org/article/883e7e0b849c4ffca6089d6c1a5658f7
Publikováno v:
Canadian Geotechnical Journal. 60:834-848
In this study, analytical solutions are developed to assess the hydraulic and structure responses of underwater tunnels by considering the tidal loading in conjunction with water ingress. Two scenarios are considered, that is, the surface water fluct
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :1-33
The pre-bored grouted planted (PGP) pile is a new type of composite pile, and the core PHC pile is surrounded by cemented soil layer. The frictional capacity of core PHC pile – cemented soil interface has a significant effect on the bearing capacit
Publikováno v:
International Journal of Geomechanics. 23
Publikováno v:
Acta Geotechnica.
Publikováno v:
Soils and Foundations, Vol 61, Iss 4, Pp 1086-1098 (2021)
This paper presents a series of laboratory tests on cemented soil with high water content, and the water content of cemented soil samples were all larger than the liquid limit. A group of model PHC pile-cemented soil interface shear tests were then c
Autor:
Jia-Jin, Zhou1 (AUTHOR) zhangrihong5@hotmail.com, Xiao-Nan, Gong1 (AUTHOR), Ri-Hong, Zhang2,3 (AUTHOR), Kui-Hua, Wang1 (AUTHOR), Tian-Long, Yan3 (AUTHOR)
Publikováno v:
Marine Georesources & Geotechnology. Jan2020, Vol. 38 Issue 1, p97-107. 11p.
Publikováno v:
Acta Geotechnica. 16:3327-3338
This paper presents the results of field tests performed to investigate the compressive bearing capacity of pre-bored grouted planted (PGP) pile with enlarged grout base focusing on its base bearing capacity. The bi-directional O-cell load test was c