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Erschienen in: Geotechnical and Geological Engineering 1/2019

15.06.2018 | Original Paper

Advance Grouting Test Using Seismic Prospecting Method in TBM Tunneling: A Case Study in the Water Supply Project from Songhua River, Jilin, China

verfasst von: Lei Chen, Huitao Wang, Xinji Xu, Qingsong Zhang, Ningbo Li, Lingli Zhang

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 1/2019

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Abstract

Advance grouting is an important approach to reinforce the rock mass ahead of the tunnel face in TBM tunneling. To estimate the grouting result in TBM tunneling, a test method based on seismic ahead prospecting method was proposed. To check the grouting result, the seismic ahead prospecting was applied firstly to obtain the distribution and location of adverse geologies for grouting; Then, the geological conditions was estimated again after grouting; By studying the characteristics of reflections and velocity distributions, the grouting result could be checked. Numerical simulations prove the availability: Wave field snapshots indicate the energy of reflected waves reduces after grouting; Migration results indicate that the reflections reduce or disappear after advance grouting, as well as the estimated velocity increases. Moreover, the method was successfully applied in the diversion tunnel of the water supply project from Songhua River, which reveals the grouting result well and provides important geological guidance for construction.

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Metadaten
Titel
Advance Grouting Test Using Seismic Prospecting Method in TBM Tunneling: A Case Study in the Water Supply Project from Songhua River, Jilin, China
verfasst von
Lei Chen
Huitao Wang
Xinji Xu
Qingsong Zhang
Ningbo Li
Lingli Zhang
Publikationsdatum
15.06.2018
Verlag
Springer International Publishing
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 1/2019
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-018-0607-7

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