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Ground Improvement for a High Speed Railway near Madrid (Spain)

机译:马德里(西班牙)附近高速铁路的地面改进

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For the extension of the lines of the Spanish high speed railway system, a new junction has recently been created to the south of Madrid (Spain). The objective of these works was to connect the lines Madrid-Valencia and Madrid-Seville in order to be able to go directly from Seville to Valencia. The work has been undertaken in the zone of Torrejon de Velasco (Madrid province). The ground of this zone is formed by: a) Anthropic fills, b) Very soft quaternary sediments, mainly clayey soils, c) Hard clay (near substratum). The height of the necessary embankments is variable (to from 2 m to 15 m). For this reason (and proximity to the high speed railway in operation) it has been necessary to design a major ground improvement under the embankments. This paper describes: a) The geotechnical properties of the soft soil (by means of field embankment tests and other field tests), b) The design of the ground improvement, c) The instrument field data obtained during the treatment.
机译:对于西班牙高速铁路系统的延伸,最近在马德里南部(西班牙)创建了新的交界处。这些作品的目标是连接马德里 - 瓦伦西亚和马德里 - 塞维利亚线,以便能够直接从塞维利亚到瓦伦西亚。该工作已在托雷省德维拉斯科(马德里省)的区域进行。该区域的地面由:a)人类填充,b)非常软的季沉积物,主要是粘土土壤,c)硬粘土(近底)。必要堤的高度是可变的(到2米到15米)。由于这个原因(以及在运行中的高速铁路的接近),有必要在堤防下设计一个主要的地面改善。本文介绍了:a)软土(通过现场路堤试验和其他场测试)的岩土性质,b)地面改进的设计,c)在治疗过程中获得的仪器现场数据。

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