MONITORING AND CONTROLLING ON SURFACE SETTLEMENT IN SAND AND GRAVEL STRATA CAUSED BY SUBWAY STATION CONSTRUCTION APPLYING PIPE-ROOF PRE-CONSTRUCTION METHOD (PPM)

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  • Xian Yang School of Resource, Environment and safety Engineering, Hunan University of Science and Technology, Xiangtan, 411201, China
  • Yang Liu Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring (Central South University), Ministry of Education, Changsha, Hunan, 410012, China

DOI:

https://doi.org/10.14311/CEJ.2017.02.0016

Klíčová slova:

Pipe-roof Pre-construction Method (PPM), Pipe jacking, large-scale excavation,Surface settlement

Abstrakt

Pipe-roof Pre-construction Method (PPM) is regarded as a safer method to construct underground space, especially suitable for the construction sites with dense surface buildings, underground pipelines and complicated geological conditions. Xinleyizhi Station of Shenyang Metro constructed by PPM. In order to ensure safety in construction, the whole construction process was closely monitored. In this paper, monitoring results of surface settlement in PPM is analyzed. According to the monitoring results, the most serious settlement occurred in pipes jacking, which was the first and the most crucial step in PPM. The settlement reasons in each step are discussed, and controlling methods of surface settlement in each step are elaborated. Through close monitoring and timely control, the construction of Xinleyizhi Station completed smoothly. Because of the obvious advantages of PPM, the method will be used more widely in construction of shallow buried excavation under complicated surrounding and geological conditions.

Stažení

Data o stažení nejsou doposud dostupná.

Reference

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Stahování

Publikováno

2017-07-31

Jak citovat

Yang, X., & Liu, Y. (2017). MONITORING AND CONTROLLING ON SURFACE SETTLEMENT IN SAND AND GRAVEL STRATA CAUSED BY SUBWAY STATION CONSTRUCTION APPLYING PIPE-ROOF PRE-CONSTRUCTION METHOD (PPM). Stavební Obzor - Civil Engineering Journal, 26(2). https://doi.org/10.14311/CEJ.2017.02.0016

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