Ground subsidence due to the backfill pressure in tunnel boring machine

<p>In shield tunnel boring machine constructions, backfill pressure affects surface settlement and the stability of other underground structures nearby. Therefore, it is essential to pre-calculate backfill pressure in the design stage. This study examines and compares the seven internationally...

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Main Authors: C.-K. Ahn, S.-W. Lee
Format: Article
Language:English
Published: Copernicus Publications 2020-04-01
Series:Proceedings of the International Association of Hydrological Sciences
Online Access:https://www.proc-iahs.net/382/19/2020/piahs-382-19-2020.pdf
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author C.-K. Ahn
S.-W. Lee
author_facet C.-K. Ahn
S.-W. Lee
author_sort C.-K. Ahn
collection DOAJ
description <p>In shield tunnel boring machine constructions, backfill pressure affects surface settlement and the stability of other underground structures nearby. Therefore, it is essential to pre-calculate backfill pressure in the design stage. This study examines and compares the seven internationally known backfill pressure calculation theories and calculates and analyzes the backfill pressures in six virtual ground conditions. The calculated backfill pressure increased as the ground cover increased, but the increase rate decreased. Also, this study performs a numerical analysis to identify the impact on ground settlement and tunnel crown settlement. In the end, settlement was more impacted by face pressure than backfill pressure in the unsaturated and saturated ground conditions. Also, as the ground cover increased, the impact of backfill pressure decreased, and as the applied face pressure decreased, the impact of backfill pressure increased.</p>
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spelling doaj.art-11f985c1499a4f3fab1bc83067cc9a742022-12-22T01:00:05ZengCopernicus PublicationsProceedings of the International Association of Hydrological Sciences2199-89812199-899X2020-04-01382192410.5194/piahs-382-19-2020Ground subsidence due to the backfill pressure in tunnel boring machineC.-K. AhnS.-W. Lee<p>In shield tunnel boring machine constructions, backfill pressure affects surface settlement and the stability of other underground structures nearby. Therefore, it is essential to pre-calculate backfill pressure in the design stage. This study examines and compares the seven internationally known backfill pressure calculation theories and calculates and analyzes the backfill pressures in six virtual ground conditions. The calculated backfill pressure increased as the ground cover increased, but the increase rate decreased. Also, this study performs a numerical analysis to identify the impact on ground settlement and tunnel crown settlement. In the end, settlement was more impacted by face pressure than backfill pressure in the unsaturated and saturated ground conditions. Also, as the ground cover increased, the impact of backfill pressure decreased, and as the applied face pressure decreased, the impact of backfill pressure increased.</p>https://www.proc-iahs.net/382/19/2020/piahs-382-19-2020.pdf
spellingShingle C.-K. Ahn
S.-W. Lee
Ground subsidence due to the backfill pressure in tunnel boring machine
Proceedings of the International Association of Hydrological Sciences
title Ground subsidence due to the backfill pressure in tunnel boring machine
title_full Ground subsidence due to the backfill pressure in tunnel boring machine
title_fullStr Ground subsidence due to the backfill pressure in tunnel boring machine
title_full_unstemmed Ground subsidence due to the backfill pressure in tunnel boring machine
title_short Ground subsidence due to the backfill pressure in tunnel boring machine
title_sort ground subsidence due to the backfill pressure in tunnel boring machine
url https://www.proc-iahs.net/382/19/2020/piahs-382-19-2020.pdf
work_keys_str_mv AT ckahn groundsubsidenceduetothebackfillpressureintunnelboringmachine
AT swlee groundsubsidenceduetothebackfillpressureintunnelboringmachine