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THE INFLUENCE OF SOIL MODULUS ON
CALIFORNIAS CULVERT RESEARCH PROGRAMDESCRIPTION CURRENT
SOIL PRESSURE DISTRIBUTION ON BURIED STRUCTURES
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Apple Canyon attenuation baled straw barrel beam behavior buckling load Bulson buried cylinders buried structure Chadd Creek Chairman Civil Engineering concrete curves deflection gage depth of burial determined diagram effective densities acting EFFECTIVE DENSITY PROFILE embankment depth evaluated experimental extrados factor of safety fill height fill procedures finite element analysis gradient height function horizontal imperfect ditch increase indicated interface pressure Iowa formula linear maximum meters Method A backfill model structure objective function pcf acting percent Peripheral pressures plot Port Hueneme Posey Canyon arch pressure distribution rate of redistribution ratio redistribution mechanism retaining wall rigid culvert roof panel San Luis San Luis Reservoir sand shear shear strength shown in Figure slope soil modulus soil pressure soil properties Soil-Structure Redistribution Station steel Strain gages stress-strain stress-strain curves structural redistribution surface pressure thickness thrust tion total load underground structure values variables varies Wilde 9