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Results of geodetic and geotechnical monitoring of subsidence for Taiwan High Speed Rail operation

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  • Cheinway Hwang
  • Wei-Chia Hung
  • Chih-Hsi Liu

Abstract

Taiwan High Speed Rail (THSR), which began operations in January 2007, passes through an area in Yunlin County where the largest cumulative subsidence measured during 1992–2006 exceeds 100 cm. Leveling benchmarks, GPS pillars and multi-level monitoring wells were deployed in this area to collect detailed subsidence data from October 2003 to 2006. Leveling is carried out on both ground benchmarks and survey bolts attached to THSR columns. Minimum constraint solutions of leveling networks produce estimated heights accurate to a few mm. Special attention is paid to code smoothing, ionospheric, tropospheric and ocean tidal loading (OTL) effects, so that height estimates from GPS are optimal. Leveling and GPS-derived height changes are consistent to 1 cm, and show that from Stations 210 to 240K of TSHR, the subsidence is bowl shaped. Measurements of sediment compaction in specific depth intervals at three monitoring wells indicate that most of the subsidence is caused by sediment compaction at depths from 50 to 300 m. The major compaction occurs in the interval 220–300 m and is attributed to ground water withdrawal. Large angular deflections as determined from subsidence measurements are detected at some columns, but are below the upper bound (1/1,000) of tolerance specified in the safety code. With the current subsidence and sediment compaction, no significantly reduced loading capacity of the columns is expected to occur. For a safe THSR operation, subsidence and sediment-compaction monitoring should be continued, and current ground water withdrawal in Yunlin must be reduced or stopped. Copyright Springer Science+Business Media B.V. 2008

Suggested Citation

  • Cheinway Hwang & Wei-Chia Hung & Chih-Hsi Liu, 2008. "Results of geodetic and geotechnical monitoring of subsidence for Taiwan High Speed Rail operation," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 47(1), pages 1-16, October.
  • Handle: RePEc:spr:nathaz:v:47:y:2008:i:1:p:1-16
    DOI: 10.1007/s11069-007-9211-5
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    References listed on IDEAS

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    1. Hasanuddin Abidin & Rochman Djaja & Dudy Darmawan & Samsul Hadi & Arifin Akbar & H. Rajiyowiryono & Y. Sudibyo & I. Meilano & M. Kasuma & J. Kahar & Cecep Subarya, 2001. "Land Subsidence of Jakarta (Indonesia) and its Geodetic Monitoring System," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 23(2), pages 365-387, March.
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    Cited by:

    1. Bijuan Huang & Longcang Shu & Y. Yang, 2012. "Groundwater Overexploitation Causing Land Subsidence: Hazard Risk Assessment Using Field Observation and Spatial Modelling," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 26(14), pages 4225-4239, November.
    2. Yun-Hsun Huang & Yan-Jiang Lai & Jung-Hua Wu, 2022. "A System Dynamics Approach to Modeling Groundwater Dynamics: Case Study of the Choshui River Basin," Sustainability, MDPI, vol. 14(3), pages 1-19, January.

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