Application of Long Anchor in Support Optimization of Soft Rock Tunnel

Abstract:

supporting structure parameters optimization is always a research focus in soft rock tunnel. Combined with Youfangping tunnel in Guzhu highway, the scheme of long anchor supporting has been provided. Usually the length of systematic anchor was determined according to experience, it often not reasonable. In order to determine the length of anchor, in-situ wave velocity test and theoretical calculation was used, and with the consideration of safety and economy, the length of anchor was determined as 4.5m finally; At the same time combined with in-situ monitoring measurement, two test sections was selected, and with the comparison of the designed supporting scheme and the original strong supporting scheme, it can be found that: no matter from the sight of surrounding rock deformation, stress applied on surrounding rock or force pattern of supporting structure, the supporting form by lengthening anchor can control surrounding rock deformation more effectively, can improve the bearing capacity of surrounding rock fully and improve the effect of supporting structure. And the supporting scheme of long anchor was more reasonable than the strong supporting scheme. This long anchor supporting scheme can provided new thought to supporting design of soft rock tunnel in Guzhu highway.

• Periodical: Applied Mechanics and Materials (Volumes 368-370)
• Pages: 1614-1624
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.368-370.1614
• Online since: August 2013
• Authors: Yang Sun, Jian Ping Chen, Wei Zheng, Li Yu
• Keywords: Comparison Test, Monitoring Measurement, Soft Rock Tunnel, Systematic Anchor

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