Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Jia-Jin Zhou"'
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:
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
Publikováno v:
Acta Geotechnica. 16:1909-1921
The rigid pile composite foundation is widely used in highway projects in soft soil area as it can effectively increase the bearing capacity and stability of the foundation. While the research on the behavior and failure mode of rigid pile composite
Publikováno v:
Soils and Foundations. 60:551-561
This paper presents a field study on the compressive bearing capacity of pre-bored grouted planted (PGP) pile and bored pile embedded in deep soft clay. The test site consisted of many concrete square piles which were used for the foundation of the o
Publikováno v:
Acta Geotechnica. 15:3271-3282
The pre-bored grouted planted (PGP) pile is a composite pile consisting of a precast concrete pile and the cemented soil around the pile. Thus, the PGP pile shaft capacity is affected by the pile–cemented soil interface and the strength of the ceme