BEHAVIOUR OF DIAPHRAGM WALLS IN CLAY PRIOR TO COLLAPSE
Centrifuge model tests have been used in an attempt to gain a coherent view of the soil-structure interaction behaviour following the excavation of soil in front of a pre-constructed wall. Excavation was simulated by the removal of a suitably heavy fluid from a performed cavity. The broad replication of stress magnitudes and stress paths permitted the full representation of wall deformation, soil strain and swelling, completing a 50 year full-scale lifespan in under 24 hours of continuous centrifuging. Measurements were made of soil displacements and bending moments together with forces in props when they were present. These have made possible the validation of simplified "geostructural mechanisms" which offer the same degree of advantage to the designer as does the idealization of beam behaviour encapsulated in engineer's beam theory. A serviceability criterion for soil or wall displacements can be entered into simpified admissible strain fields appropriate to the kinematic constraints so that the effective mobilized soil strain in the major zones of soil deformation can be deduced. This can lead, through triaxial or plane strain test data, to the selection of a mobilized soil strength and thence to an equilibrium analysis of the wall, from which unknowns such as the required wall penetration and bending strength and the required prop force can be determined. This approach leads to the evaluation of design in terms of the chosen displacement criterion and avoids the question of defining or calculating a "factor of safety". Safety can be judged aganist separate collapse criteria, linked to the establishment of severe but realisic combinations of influences.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/00168505
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Corporate Authors:
Institution of Civil Engineers
One Great George Street, Westminster
London, United Kingdom SW1P 3AA -
Authors:
- BOLTON, M D
- Powrie, W
- Publication Date: 1988-6
Media Info
- Features: Appendices; Figures; References;
- Pagination: p. 167-189
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Serial:
- GEOTECHNIQUE
- Volume: 38
- Issue Number: 2
- Publisher: Thomas Telford Limited
- ISSN: 0016-8505
Subject/Index Terms
- TRT Terms: Bending moments; Centrifuges; Clay; Collapse; Diaphragm walls; Dislocation (Geology); Excavations; Pore water pressures; Safety; Soil structure interaction; Structural analysis; Structural mechanics
- Uncontrolled Terms: Model tests; Structural behavior
- Subject Areas: Bridges and other structures; Design; Geotechnology; Highways; Safety and Human Factors; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00469379
- Record Type: Publication
- Files: TRIS, ATRI
- Created Date: Jul 31 1988 12:00AM