Anti sliding pile performance under acid stress coupling |
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Institution: | Institute of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing 400074, P. R. China; Key Laboratory for the Exploitation of Southwestern Resources and Environmental Disaster Control Engineering, Ministry of Education, Chongqing University |
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Abstract: | Anti sliding piles are an important engineering structure used extensively in landslide prevention. Their durability influences their work lives. In a laboratory model experiment of a cantilevered anti sliding pile under acid stress coupling, the pile body displacement variation is monitored continuously, and both concrete strength and neutralization depth are tested. The results indicate that the concrete strength decreases gradually under acid stress coupling, while the displacement increases continuously. The neutralization depth of the concrete in the anti sliding pile is linear to the square of duration in acid stress coupling. |
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Keywords: | geotechnical engineering durability model testing cantilevered anti sliding pile acid stress coupling |
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