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Original Articles

Experimental and numerical study on drainage characteristics of drainage pipes with porous foam filters

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Pages 2623-2639 | Received 12 Feb 2019, Accepted 26 Jun 2019, Published online: 12 Jul 2019
 

Abstract

The clogging of the geotextile wrapped on drainage pipes in geotechnical engineering is a common phenomenon, which affects projects’ safety seriously. However, there is no effective dredging measurement to address the clogging problem of drainage pipes wrapped with geotextile nowadays. Therefore, a drainage pipe with a replaceable porous-foam filter core is proposed. Through the indoor model test and numerical simulation, the drainage characteristics, including drainage capacity and drainage path of drainage pipes with porous foam filter core (hereinafter referred to as the ‘HDPP’), were studied. The size effect and influence factors of the drainage capacity of HDPP were discussed. The results showed that when the outer perforated pipes are same, the drainage capacity of the drainage pipe with reticulated polyurethane foam filter core (hereinafter referred to as the ‘HDPR’) was slightly higher than that of the drainage pipe wrapped with geotextiles (hereinafter referred to as the ‘HDPG’). The size of drainage pipe had a greater influence on the drainage flow than overall permeability coefficient of HDPR. The percentage of difference of flow can be selected to analyse the experimental statistics of different drainage pipes, because it is less sensitive to the change of model size.

Acknowledgment

I would like to thank Wu Chenglong, Liu Mingjun and other members of the research team for their help in the experiment.

Disclosure statement

No potential conflict of interest was reported by the authors.

Additional information

Funding

This work was supported by the National Key Research and Development Program of China [grant No. 2017YFC0804600], the Postgraduate Research & Practice Innovation Program of Jiangsu Province [grant No. KYCX18_0559] and the Fundamental Research Funds for the Central Universities [grant No. 2018B659X14].

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