Research purposes: In the collapsible loess area of Northwest China, the existing railway lines are widely distributed. The problem of subgrade settlement seriously puzzles the safety of line operation, which has become one of the most serious problems of the existing railway lines. Under the current situation of increasing speed and expansion of existing railway lines, it is of great significance to quickly and effectively control the subgrade settlement in loess areas to ensure the safe and stable operation of trains. The oblique high pressure jet grouting technology has the advantages of simple mechanical operation, fast construction speed and no need to interrupt operation. At present, the technology has widely applied for existing railway subgrade reinforcement, and the prospect of application is good, but the relevant theoretical research is still less. This paper is based on the subgrade reinforcement project of K329~K331 section of Baoji-Zhongwei railway, the model test of oblique jet grouting pile composite foundation with different angles is designed, and the model test results are verified by FLAC3D.
Research conclusions: (1) The bearing capacity of the oblique jet grouting pile composite foundation at different angles is obviously higher than that of the natural foundation;(2) The bearing capacity of the oblique jet grouting pile composite foundation in the 30 to 90 degree range is low in the middle and high in both sides; (3) Model tests and numerical simulations show that the characteristic values of the bearing capacity of composite foundations has little difference;(4) The larger the angle of the pile, the greater the axial pressure, the smaller the angle, the greater the maximum axial tension;(5) By comprehensive model test and numerical simulation, the formula of the bearing capacity of the oblique jet grouting pile composite foundation is preliminarily proposed;(6)When the jet grouting pile angle is small, it is suggested to control the strength of the pile with tensile strength; (7) The research result is mainly applied to the railway base line disease treatment works.
Key words
oblique jet grouting pile /
model test /
numerical simulation /
bearing capacity of composite foundation
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References
[1] 龚晓南.广义复合地基理论及工程应用[J].岩土工程学报,2007(1):1-13.
Gong Xiaonan. Generalized Composite Foundation Theory and Engineering Application[J].Chinese Journal of Geotechnical Engineering,2007(1):1-13.
[2] 薛继连. 重载铁路路基状态检测与强化技术[M].北京:科学出版社,2014.
Xue Jilian. Subgrade Condition Detection and Strengthening Technology of Heavy Load Railway[M].Beijing:Science Press,2014.
[3] 刘平平. 水泥搅拌桩复合地基模型试验研究及数值分析[D].赣州:江西理工大学,2015.
Liu Pingping. Modal Experimental Study and Numerical Analysis of Cement Mixing Pile Composite Foundation[D].Ganzhou: Jiangxi University of Science and Technology,2015.
[4] 吴慧明,龚晓南.刚性基础与柔性基础下复合地基模型试验对比研究[J].土木工程学报,2001(5):81-84.
Wu Huiming, Gong Xiaonan. Model Tests on Composite Ground under Soft and Stiff Foundation[J].China Civil Engineering Journal,2001(5):81-84.
[5] TB 10106-2010,铁路工程地基处理技术规程[S].
TB 10106-2010,Technical Code for Ground Treatment of Railway Engineering[S].
[6] 张蕾.原位载荷试验确定复合地基承载力方法研究[J].岩土力学,2014(S2):240-244,249.
Zhang Lei. Study of Method for Determining Bearing Capacity of Compositefoundation by In-situ Loading Test[J].Rock and Soil Mechanics,2014(S2):240-244,249.
[7] 安关峰,张洪彬,刘添俊.旋喷群桩复合地基承载特性的数值分析[J].岩土力学,2012(3):906-912.
An Guanfeng, Zhang Hongbin, Liu Tianjun.Numerical Analysis of Bearing Characteristics of Composite Subgrade Reinforced by Chemical Churning Pile Groups[J].Rock and Soil Mechanics, 2012(3):906-912.
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