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COMPARATIVE STUDIES BY CALCULATION BETWEEN DESIGN METHODS FOR EMBEDDED AND BRACED RETAINING WALLS RECOMMENDED BY BS 8002: 1994 AND PREVIOUSLY USED METHODS.

M PULLER, C K T LEE, BS 8002: 1994, BS 8002, CIRIA R 104, CIRIA, CP 2, WINKLER

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1996) 119 (1): 35–48.

https://doi.org/10.1680/igeng.1996.28134

Published: 01 January 1996

... METHODS STANDARDS PARAMETRIC SAND CLAYS MULTIBRACED EXCAVATIONS HOMOGENEOUS WINKLER SPRINGS SPRINGS THEORY CASE STUDIES SOILS STRUTS LOADING LOADS MOMENTS EMBEDMENT DEPTH CANTILEVER SINGLE PROPPED SOFT FORMATION LEVELS DIAPHRAGM DEEP LAYERED ULTIMATE LIMIT STATE MOBILISATION...

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COMPARISON OF THE MEASURED AND COMPUTED PERFORMANCE OF A PROPPED BORED PILE RETAINING WALL AT WALTHAMSTOW. DISCUSSION.

G V R WATSON, D R CARDER, K G HIGGINS, R FERNIE, D M POTTS, TRL

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1995) 113 (1): 58–59.

https://doi.org/10.1680/igeng.1995.27279

Published: 01 January 1995

... GROUND MOVEMENT PROPS TEMPORARY MEASUREMENT BENDING MOMENTS BULK EXCAVATIONS HAUL ROADS WALTHAMSTOW LONDON UK DISCUSSION Proc. Instn Civ. Engrs Geotech. Engng, 1995, 11J3a,n., 5_ 8_ -5_ _9 Ground Board GeotechnicalEngineering Advisory Panel Paper 1044 7 Comparison...

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FINITE ELEMENT ANALYSIS OF CONSTRUCTION SEQUENCES FOR PROPPED RETAINING WALLS.

D J RICHARDS, W POWRIE

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (4): 207–216.

https://doi.org/10.1680/igeng.1994.26962

Published: 01 October 1994

... of an in-situ retaining wall propped at both crest and formationlevel cat indeterminacy may lead to problems in estimating prop loads andwall bending moments. Written discussion closes 15 November 1994 in a clay soil were investigated. Three 2. A further consideration is that substan- sequences of construction...

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COMPARISON OF THE MEASURED AND COMPUTED PERFORMANCE OF A PROPPED BORED PILE RETAINING WALL AT WALTHAMSTOW.

G V R WATSON, D R CARDER, MOHR COULOMB, CRISP, TRL

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (3): 127–133.

https://doi.org/10.1680/igeng.1994.26465

Published: 01 July 1994

... STRESS PORE WATER PRESSURE BENDING MOMENTS BACK ANALYSIS EXCAVATIONS SOILS STRUCTURES INTERACTION INSTRUMENTATION INSTRUMENTS CONTIGUOUS CLAYS LONDON CLAY SITES PROPS MODELLING UNDERPASSES MODELS WALTHAMSTOW LONDON UK Comparison of the measured and computed...

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COMPARATIVE STUDIES BY CALCULATION BETWEEN DESIGN METHODS FOR EMBEDDED AND BRACED RETAINING WALLS RECOMMENDED BY BS 8002: 1994 AND PREVIOUSLY USED METHODS.

COMPARISON OF THE MEASURED AND COMPUTED PERFORMANCE OF A PROPPED BORED PILE RETAINING WALL AT WALTHAMSTOW. DISCUSSION.

FINITE ELEMENT ANALYSIS OF CONSTRUCTION SEQUENCES FOR PROPPED RETAINING WALLS.

COMPARISON OF THE MEASURED AND COMPUTED PERFORMANCE OF A PROPPED BORED PILE RETAINING WALL AT WALTHAMSTOW.

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COMPARATIVE STUDIES BY CALCULATION BETWEEN DESIGN METHODS FOR EMBEDDED AND BRACED RETAINING WALLS RECOMMENDED BY BS 8002: 1994 AND PREVIOUSLY USED METHODS.

COMPARISON OF THE MEASURED AND COMPUTED PERFORMANCE OF A PROPPED BORED PILE RETAINING WALL AT WALTHAMSTOW. DISCUSSION.

FINITE ELEMENT ANALYSIS OF CONSTRUCTION SEQUENCES FOR PROPPED RETAINING WALLS.

COMPARISON OF THE MEASURED AND COMPUTED PERFORMANCE OF A PROPPED BORED PILE RETAINING WALL AT WALTHAMSTOW.

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