AN ESTIMATION METHOD FOR THE BEHAVIOR OF RETAINING STRUCTURES CONSIDERING INTERACTIONS BETWEEN A RETAINING WALL AND A GROUND
An estimation method of retaining structures used at deep excavation sites, such as an open-cut tunneling site, is investigated in this article. A frame analysis is widely used in Japanese practices. However, based on the field measurements, this frame analysis sometimes leads to conservative design, i.e., calculated deflections of retaining walls are greater than those measured in situ. To achieve more rational design, the authors have reviewed the frame analysis critically and proposed alternative method utilizing a simple soil-retaining wall interaction model using elastic-perfectly plastic spring to estimate the behavior of retaining walls. Some case studies of real open-cut tunneling works were carried out to check the validity of the proposed method. Calculated deflections and their modes by the proposed method can fit the measured deflections better than or similar to those by frame analysis, especially for a case of clayey soils.
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- Summary URL:
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/21856575
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Authors:
- KOBAYASHI, Shun-ichi
- MATSUMOTO, Tatsunori
- Nishioka, Tsutomu
- SHINOHARA, Masatsugu
- KONDA, Takahiro
- NAGAYA, Junichi
- Publication Date: 2013
Language
- English
- Japanese
Media Info
- Media Type: Web
- Pagination: pp 39-53
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Serial:
- Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering)
- Volume: 69
- Issue Number: 1
- Publisher: Japan Society of Civil Engineers
- ISSN: 2185-6575
- Serial URL: https://www.jstage.jst.go.jp/browse/jscejte/-char/en
Subject/Index Terms
- TRT Terms: Case studies; Clay soils; Deflection; Design; Open cut excavation; Retaining walls; Soil structure interaction; Tunneling
- Geographic Terms: Japan
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01504725
- Record Type: Publication
- Source Agency: Japan Science and Technology Agency (JST)
- Files: TRIS, JSTAGE
- Created Date: Jan 27 2014 9:40AM