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Journal Articles

Development of the observational construction technology in the Horonobe Underground Research Laboratory

Aoyagi, Kazuhei; Nago, Makito*

Jiban Kogakkai-Shi, 65(8), p.12 - 15, 2017/08

In this paper, we described the development of the supporting tool of observational construction of the underground research laboratory, and the monitoring result of hydro-mechanical properties around the gallery wall. As an observational construction tool, we developed a "3D geological structure/construction data visualization system". The geological data, measurement data, construction data, and prediction analysis results are visualized and integrated comprehensively as the construction proceeds. The planned support pattern was examined according to the visualized data. In addition, the Excavation Damaged Zone (EDZ) was extended within 1.0 m from the gallery wall. In this area, hydraulic conductivity was enhanced. However, the extent of the EDZ was not enlarged along with time; the stability of the support was also confirmed on the basis of the measurement of stress in the shotcrete. Integrating these results the observational construction considering the development of an EDZ can be established. This technology will have an important role in geological disposal of high-level radioactive waste.

JAEA Reports

Collection of measurement data in 2013 fiscal year at the Horonobe Underground Research Laboratory Project

Aoyagi, Kazuhei; Kawate, Satoshi

JAEA-Data/Code 2015-017, 118 Pages, 2015/12

JAEA-Data-Code-2015-017.pdf:17.67MB
JAEA-Data-Code-2015-017-appendix-Disc1(DVD-ROM).zip:412.15MB
JAEA-Data-Code-2015-017-appendix-Disc2(DVD-ROM).zip:233.57MB
JAEA-Data-Code-2015-017-appendix-Disc3(DVD-ROM).zip:233.62MB
JAEA-Data-Code-2015-017-appendix-Disc4(DVD-ROM).zip:209.35MB
JAEA-Data-Code-2015-017-appendix-Disc5(DVD-ROM).zip:1700.64MB

In the Horonobe Underground Research Laboratory (URL) Project, construction of the Ventilation Shaft, the East and West Access Shafts and the drifts has been conducted as a phase II research. In the research, observation of the lithofacies and fractures, and in-situ tests are conducted in each face. In addition, measuring instruments such as tunnel lining concrete stress meter and extensometer are installed in particular face for the purpose of the validation of the results of predictive analysis, conducted in phase I. This report summarizes the measurements data acquired at the 350 m Gallery and the ventilation shaft.

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