隧道内湿陷性黄土地基加固现状及新技术研究

Zhao Yonghu, H. Kan, J. Yuhua, Mi Weijun, Xu Chunxiao, Wu Xiaopeng
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引用次数: 1

摘要

隧道地基处理是湿陷性黄土地区隧道工程研究的重点和难点。本文总结了黄土地区隧道常用地基处理技术的特点和优点,同时介绍了中国铁路工程总公司西北研究院有限责任公司研制的适用于湿陷性黄土地区隧道地基加固处理的无振动压实处理新技术的特点。通过宝鸡兰州高速铁路客运专线高速铁路隧道地基处理现场试验,证明了新型无振动压实机具有移动方便、处理效果可控、小型化、成本低等优点。通过不同桩距条件下桩间土压实系数和桩间土湿陷性变化规律验证了该方法的先进性和可操作性。研究成果可为湿陷性黄土地区小空间隧道地基加固处理,严格控制施工振动提供新的技术和方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research on Present Situation and the New Technology About Reinforcement in Collapsible Loess Foundation Inside Tunnels
The tunnel foundations treatment is the key and difficult point of the research of the tunnel in collapsible loess areas. The characteristics and advantages of the common foundations treatment technology for tunnels of loess areas are summarized in this paper, at the same time, the characteristics of a new technology for the non-vibration compaction treatment technology developed by the Northwest Research Institute Co., Ltd. of China Railway Engineering Corporation are introduced, which is suitable for the foundation reinforcement treatment of the tunnel in collapsible loess areas. Through the field experiment of base treatment of high-speed railway tunnel of the Baoji–Lanzhou High-Speed Railway Passenger Dedicated Line, it is demonstrated that the new non-vibration compaction machine has the advantages of convenient movement, controllable treatment effect, miniaturization, low cost and so on. The advancement and maneuverability are verified from the soil compaction coefficient between piles and the change law of collapsibility of the soil between piles under the different pile spacing conditions. The research results can provide new techniques and methods for the foundation reinforcement treatment of the tunnel of small space, strictly controlling construction vibration in collapsible loess areas.
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