1. 旋挖成孔方式下螺纹状围岩粗糙度量化分析.
- Author
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张强, 刘汉顺, 张振华, 杨灿文, 罗扣, 殷永高, 徐恒晖, and 张丹
- Abstract
Rock socketed pile is a common foundation in long-span bridge engineering. Due to the drilling tools, a series of undulating rough bodies will be formed on the pile-rock interface, which contributes to the pile bearing capacity. Therefore, it is quite important to accurately quantify the roughness characteristics of actual pile-rock rough interface in calculating the pile bearing capacity considering the interface roughness. For this aim, the sandstone samples containing rough interface were drilled in the rock socketed pile foundation of Maanshan Yangtze River Bridge, and the digital model of the pile-rock interface was reconstructed using three-dimensional laser scanning, aiming to calculate the roughness characteristic, including area expansion rate (S), relative average undulation (Rs) and the average inclination angle (θ) for quantitative analysis. Then, three shear tests and compression tests were performed on pile-rock interface to calculate the JRC 3D (joint roughness coefficient), and the results were compared with three analytical models to check their applicability for actual pile-rock interface. The results show that the actual pile-rock interface has both regular threaded grooves and relatively flat surfaces with low undulation, rather than regular rough bodies or irregular holes in experimental tests. The roughness of the actual pile-rock interface is much greater than that of the rock mass structural plane and the indoor regular rough body, i. e., the area expansion rate, relative average undulation and average inclination angle of the interface of pile-rock interface are obviously larger than those of rock structure surface and regular rough body. The average JRC3D of rock-pile interface (26. 15) is larger than those of rock structural interface (maximum value of 20) and the indoor regular rough body, which can be estimated using JRC = 6. 423 + 2. 329 × (100S) - 0. 187Rs - 2. 676tanθ. The research results can provide scientific basis for establishing design method of deep rock socketed pile based on interface roughness. [ABSTRACT FROM AUTHOR]
- Published
- 2023