Protection of Buried Pipe under Repeated Loading by Geocell Reinforcement

World Multidisciplinary Earth Sciences Symposium 2017

Khalaj, Omid^1 ; Joz Darabi, N.^2 ; Moghaddas Tafreshi, S.N.^2 ; Maek, Bohuslav^3

Regional Technological Institute, University of West Bohemia, Plzen, Czech Republic^1

Department of Civil Engineering, K.N. Toosi University of Technology, Valiasr St., Mirdamad Cr., Tehran, Iran^2

Research Centre of Forming Technology, University of West Bohemia, Plzen, Czech Republic^3

关键词: Buried pipelines;    Embedment depth;    Full-scale model tests;    Geocell reinforcement;    High density polyethylene(HDPE);    Reinforced soil;    Repeated loading;    Repeated loads;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/95/2/022030/pdf
DOI  :  10.1088/1755-1315/95/2/022030

来源: IOP

【 摘 要 】

With increase in cities' population and development of urbane life, passing buried pipelines near ground's surface is inevitable in urban areas, roads, subways and highways. This paper presents the results of three-dimensional full scale model tests on high-density polyethylene (HDPE) pipe with diameter of 250 mm in geocell reinforced soil, subjected to repeated loading to simulate the vehicle loads. The effect of geocell's pocket size (55∗55 mm and 110∗110 mm) and embedment depth of buried pipe (1.5 and 2 times pipe diameter) in improving the behaviour of buried pipes was investigated. The geocell's height of 100 mm was used in all tests. The repeated load of 800 kPa was applied on circular loading plate with diameter of 250 mm. The results show that the pipe displacement, soil surface settlement and transferred pressure on the pipe's crown has been influenced significantly upon the use of geocells. For example, the vertical diametric strain (VDS) and soil surface settlement (SSS), in a way that using a geocell with pocket size of 110∗110 mm reduces by 27% and 43%, respectively, compared with the unreinforced one. Meanwhile, by increasing buried depth of pipe from 1.5D to 2D, the use of geocell of 110∗110 mm delivers about 50% reduction in SSS and VDS, compared with the unreinforced soil.