... STIFFNESS MODELLING BRICKWORK CARRYING CAPACITY RESEARCH EXPERIMENTS COLLAPSE GEOTECHNICS Centrifuge testing of model masonry arch bridges M. C. R. Davies, BSc(Eng), AKC, MPhil, PhD, CEng, MICE, FGS, T. G. Hughes, BSc, MSc, PhD, CEng, MICE and P. R. Taunton, BSc, MSc, CEng, MICE, MIQA, FGS Proc...

... have been restored by various methods. Collapse settlement 8. Collapsesettlementoccursoninundation of a body of fillby ground or surface water. In the case of opencast backfill this can occur at depthoncessation of any pumpingoperations, or close to ground level as surface water penetrates...

...I UL HAQ; I U HAQ © Thomas Telford and ICE 1996 WAPDA DAMS SEEPAGE RESOLUTION RESERVOIRS EARTHFILL EARTH FILL ALLUVIUM FOUNDATIONS UPSTREAM IMPERVIOUS BLANKETS COLLAPSE SINKHOLES CRACKS WELLS RELIEF EMPTYING MONITORING TREATMENT BARGES DUMPING CONTROL...

...J A CHARLES; K S WATTS; BRE FILL MATERIALS COLLAPSE POTENTIAL ASSESSMENT BUILDING CONSTRUCTION DRY COMPRESSION MOISTURE CONTENT INFILTRATION WATER GROUNDWATER GROUND MOVEMENT STRUCTURES INVESTIGATIONS TREATMENT COMPACTION METHODS MEASUREMENT PROCEDURE BOREHOLES TESTS...

...R J CHANDLER; G TOSATTI DAMS FAILURES TAILINGS COLLAPSE DISASTERS DEATHS DAMAGE GEOLOGY HISTORY CONSTRUCTION GEOTECHNICS PROPERTIES MATERIALS STABILITY SAFETY FACTORS PIPES BLOCKAGES MUDFLOWS FLOW MUD DECANT BORING INSTRUMENTS PIEZOMETERS INSTRUMENTATION SEISMOMETERS...