Seismic design of retaining walls
The background and limitations of force-based and displacement approaches are discussed in the light of the Japanese experience following the Hyogo-ken Nambu earthquake in 1995, where a large portion of caisson walls throughout the port of Kobe were severely damaged. The nature of seismically induce...
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| Veröffentlicht in: | Proceedings of the Institution of Civil Engineers. Geotechnical engineering 1998, Vol.131 (1), p.12-22 |
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| container_title | Proceedings of the Institution of Civil Engineers. Geotechnical engineering |
| container_volume | 131 |
| creator | STEEDMAN, R. S |
| description | The background and limitations of force-based and displacement approaches are discussed in the light of the Japanese experience following the Hyogo-ken Nambu earthquake in 1995, where a large portion of caisson walls throughout the port of Kobe were severely damaged. The nature of seismically induced wall displacement is described and techniques are outlined for use in design. A comprehensive risk-based approach for the seismic design for retaining walls is proposed, which makes use of displacement criteria defined on the basis of tolerable and disproportionate levels of damage. (Original abstract - amended) |
| doi_str_mv | 10.1680/igeng.1998.30002 |
| format | Article |
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| identifier | ISSN: 1353-2618 |
| ispartof | Proceedings of the Institution of Civil Engineers. Geotechnical engineering, 1998, Vol.131 (1), p.12-22 |
| issn | 1353-2618 1751-8563 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_26778544 |
| source | ICE Virtual Library Journals |
| subjects | Applied sciences Buildings. Public works Earthwork. Foundations. Retaining walls Exact sciences and technology Geotechnics |
| title | Seismic design of retaining walls |
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