,
pages 105-113
Slope Stability by Soil Nailing for Road Widening in Hikawa Tunnel, Tokyo, Japan
1
Tokyo Engineering Consultants Co. Ltd., Osaka, Japan
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Publication type: Book Chapter
Publication date: 2022-12-15
SJR: —
CiteScore: —
Impact factor: —
ISSN: 23645156, 23645164
Abstract
The described project involved a two-lane road with many curves in a mountainous area of Tokyo. The purpose of this project was to make the road straight for overcoming the problem of heavy traffic. As one of the measures, in the year 1985, it was decided to construct a road tunnel in the hilly part. For connecting the existing road at one exit of the new tunnel, the road had to be widened by cutting the slope. The cutting slope was stabilized by soil nailing, which was a combination of rebar with 80–100 mm diameter and cast-in-place mortar placed in the drilling hole.
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Nakazawa J. Slope Stability by Soil Nailing for Road Widening in Hikawa Tunnel, Tokyo, Japan // Developments in Geotechnical Engineering. 2022. pp. 105-113.
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Nakazawa J. Slope Stability by Soil Nailing for Road Widening in Hikawa Tunnel, Tokyo, Japan // Developments in Geotechnical Engineering. 2022. pp. 105-113.
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TY - GENERIC
DO - 10.1007/978-981-19-3322-6_8
UR - https://doi.org/10.1007/978-981-19-3322-6_8
TI - Slope Stability by Soil Nailing for Road Widening in Hikawa Tunnel, Tokyo, Japan
T2 - Developments in Geotechnical Engineering
AU - Nakazawa, Juichi
PY - 2022
DA - 2022/12/15
PB - Springer Nature
SP - 105-113
SN - 2364-5156
SN - 2364-5164
ER -
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@incollection{2022_Nakazawa,
author = {Juichi Nakazawa},
title = {Slope Stability by Soil Nailing for Road Widening in Hikawa Tunnel, Tokyo, Japan},
publisher = {Springer Nature},
year = {2022},
pages = {105--113},
month = {dec}
}