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First application of cast-in-place concrete large-diameter pipe (PCC) pile-reinforced railway foundation: a field study

机译:现浇混凝土大口径管桩桩式铁路基础的首次应用:现场研究

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摘要

Cast-in-place concrete large-diameter pipe (PCC) piles have been widely used in highway construction for foundation reinforcement, where soft ground was encountered, due to their fast on-site construction and high capacity, hence economics. This paper reports the performance of their first application in high-speed railway foundation reinforcement on soft soil ground. To satisfy the strict settlement requirement for railway design, PCC piles with large diameters (D = 1 m), thick pile wall thicknesses (t = 0.15 m), and close spacing (s = 2.5 m) were constructed. The foundation performance has been monitored by measuring in situ foundation settlement, excess pore pressure in soil, lateral displacement of soil, and tension in the geogrid during and after embankment construction. The measurements of this project have been compared with that of a previous project when PCC piles were used. It is found that the PCC pile arrangement in this project has performed as predicted and fulfilled the strict settlement requirement set by the Chinese design guidelines.
机译:现浇混凝土大直径管桩(PCC)桩由于其快速的现场施工能力和高的经济性而被广泛用于高速公路建设中遇到软土地基的加固。本文报告了它们在软土地基上的高速铁路地基加固中首次应用的性能。为了满足铁路设计的严格沉降要求,建造了直径大(D = 1 m),厚壁厚(t = 0.15 m)和紧密间距(s = 2.5 m)的PCC桩。通过测量路堤施工期间和之后的原位基础沉降,土壤中的过大孔隙压力,土壤的侧向位移以及土工格栅中的张力,可以监测基础性能。使用PCC桩时,已将该项目的测量结果与先前项目的测量结果进行了比较。结果发现,该项目的PCC桩布置已达到预期效果,并满足了中国设计指南规定的严格沉降要求。

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