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- W2367044689 abstract "The field testing of lateral compression in the pier shaft concrete of Pier No.185 of a bridge revealed that the actually measured maximum lateral compression was approximately 2.8 times of the theoretic calculation value as provided in the highway codes.On the basis of analysis of the related foreign and domestic formulae for the lateral compression,it was proposed that at the time the pumped high performance concrete was used for the high-rise piers of the bridge and the concrete was cast up to the top of a pier in one time,to prevent the formwork for the pier shaft from busting,the standard value of the lateral compression should be selected in a safety way that the casting height within the period of initial setting time should be calculated in accordance with hydrostatic water compression formula and the influence of the sectional geometric shape should be considered in the design of the formwork.Besides,in the construction process,in addition to the reinforced inspection of the tie bars,bolted connection and welding seams,the initial setting time,casting speed and concrete slump should be also strictly controlled in the limited range of the calculation and for the formulae of the lateral compression in high performance concrete,still more tests and researches should be made." @default.
- W2367044689 created "2016-06-24" @default.
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- W2367044689 date "2010-01-01" @default.
- W2367044689 modified "2023-09-23" @default.
- W2367044689 title "Analysis of Theoretic Calculations and Field Testing of Lateral Compression in Concrete of Pier Shaft" @default.
- W2367044689 hasPublicationYear "2010" @default.
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