Zobrazeno 1 - 10
of 1 286
pro vyhledávání: '"Composite foundation"'
Publikováno v:
Taiyuan Ligong Daxue xuebao, Vol 55, Iss 5, Pp 815-822 (2024)
Purposes The flexible bedding layer and pile cap have great influences on the pile-soil stress ratio, load sharing ratio, and settlement of CFG pile composite foundation, and further research is still needed about how the flexible bedding layer and p
Externí odkaz:
https://doaj.org/article/2b2a4058ddc04b4b987cace431f19848
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 8, Pp 3181-3191 (2024)
This study investigates the ground and structural response of adjacent raft foundations induced by large-scale surcharge by ore in soft soil areas through a 130g centrifuge modeling test with an innovative layered loading device. The prototype of the
Externí odkaz:
https://doaj.org/article/ddf56c4a091b42969951b0919646c90b
Autor:
Qingke, Nie a, b, Haiqing, Zhang a, b, d, Haipeng, Yang a, b, ⁎, Xiangxin, Jia a, b, Rihua, Zhang a, c
Publikováno v:
In Cleaner Waste Systems December 2024 9
Publikováno v:
In Journal of Building Engineering 1 December 2024 98
Autor:
Yaoting Xiao, Jing Wang
Publikováno v:
Archives of Civil Engineering, Iss No 1, Pp 543-555 (2024)
The mechanical properties of soil in soft soil area are poor, and the settlement of the underlying layer in the composite foundation accounts for a large proportion of the total settlement. At present, most of the research focuses on the settlement o
Externí odkaz:
https://doaj.org/article/328f0bd73f89478d941697d698075e88
Akademický článek
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Publikováno v:
Buildings, Vol 14, Iss 9, p 2681 (2024)
As an effective technology for the rapid treatment of soft-soil foundations, geosynthetic encased stone column (GESC) composite foundations are commonly used in various embankment engineerings, including those situated on sloped soft foundations. Nev
Externí odkaz:
https://doaj.org/article/732c8c59b56747b59252c01e0b83bc8b
Autor:
Yaoting Xiao, Jing Wang
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 2, Pp 471-482 (2023)
At present, the cushion thickness of composite foundation under rigid base is mostly selected by the experience of the engineer, which is of great arbitrariness. In order to improve this problem, the optimum design method of cushion thickness is prop
Externí odkaz:
https://doaj.org/article/38b312a58bb44e19979ce305a1591614
Autor:
Junhua Chen, Yuzhi Nie, Guan Lian, Aijun Chen, Siqi Pu, Jinfeng Zou, Jiasheng Zhang, Xiong Shi, Di Wu, Bai Yang
Publikováno v:
Buildings, Vol 14, Iss 8, p 2286 (2024)
The rigid pile composite foundation method is the most commonly used method for strengthening weak soil foundations. In this method, piles usually need to pass through weak soil layers, and the pile end falls on a bearing layer with good bearing capa
Externí odkaz:
https://doaj.org/article/7e71d6a89e994e668eab149ac835d632
Publikováno v:
Buildings, Vol 14, Iss 7, p 1954 (2024)
Ultra-soft soil is distributed in coastal areas around the world and has poor engineering properties. There is a significant difference in settlement between semi-rigid pile and surrounding soil under embankment load. Based on existing research resul
Externí odkaz:
https://doaj.org/article/cb8f01f971584aceacff84687b0f68a9