... and stone masonryarchbridges.The approach makes use of adirect iterative procedure based on the depth of the effective arch ring. It has good convergence characteristics and enables the devel- opment of cracks in the arch ring to be monitored as the load on the arch is applied incrementally. A reasonable...

... coefficient of about unity was attained in the soil behind thewall prior to excavation. 856 IN-SITU RETAINING WALLS 9. Pore water pressures, soil movements, and structural stress resultants were monitored both duringexcavation and in the ensuing period of excess pore water pressure dissipation as long-term...

...T S HEDGES; R BURROWS; P J DICKINSON; WACCAS © Thomas Telford and ICE 1991 LIVERPOOL UNIVERSITY SHELL RESEARCH WIRRAL BOROUGH COUNCIL COASTAL WAVES CLIMATE CATEGORISATION WIND DATA CLASSIFICATION COMPUTERS PROGRAMS NEARSHORE STORMS MONITORING COASTS CHANGE BEACHES...