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Keywords: BACKFILL
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Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (2): 119–127.
Published: 01 May 1999
... MATERIALS PROPERTIES TENSILE BACKFILL FILL DISPERSAL ANGLES PROGRESSIVE DEVELOPMENT CRACKING RINGS LIVE BRICKWORK BRICKS MAINTENANCE INSPECTION PACKAGES TWO DIMENSIONAL MODELS BEHAVIOUR MODELLING RED SANDSTONE RUBBLE ASHLAR BRIDGEMILL STRATHMASHIE BARLIE SCOTLAND UK...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (4): 432–450.
Published: 01 November 1997
... FILLING DESIGN MONITORING FORCES MOVEMENT INSTRUMENTS INSTRUMENTATION LOADS TRANSVERSE GIRDERS BOX TOWERS REINFORCED STIFFENING TRANSITION ZONES BEHAVIOUR STRUCTURAL FILL BACKFILL PILES PIERS FOUNDATIONS CONTROL TESTS TORSION DYNAMIC ALAMILLO SAN JERONIMO GUADALQUIVIR...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (2): 173–185.
Published: 01 May 1997
... : lime : sand mortar mix. Above the barrel, Carrstone fill was used to backfill the haunches of the arch. This is a brown, well-graded, silty, ferruginous sand with gravel. Triaxal tests on large samples of the fill gave an angle of shearing resistance of 35° at a bulk unit weight of 16·5 kN/m3...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (1): 69–82.
Published: 01 February 1997
... FREQUENCIES FINITE ELEMENTS MODELS MODELLING BEHAVIOUR ANALYSIS IMPULSES LOADS RESONANT SEPARATION VIBRATIONS MODES SHAPE EFFECT SPANDRELS WALLS GRANULAR BACKFILL FILL EXTRADOS DEFECTS DETECTION VOIDS CROWNS FREQUENCIES FUNCTIONS FRF STRUCTURAL INTEGRITY STRUCTURES MONITORING...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (4): 471–482.
Published: 01 November 1994
... An investigation into the behaviour of backfilled arch bridges, using a smallscale model, is described. Zones of arch theoretical gate many techniques variables can be quickly usedto investiand cheaply, such Written disqssion closes IdJanuary 1995 analyses are limited in their usefulneosns a n d fill displacement...
