PMID- 36145922 OWN - NLM STAT- PubMed-not-MEDLINE LR - 20220928 IS - 2073-4360 (Electronic) IS - 2073-4360 (Linking) VI - 14 IP - 18 DP - 2022 Sep 9 TI - Investigating the Deformation Characteristics of Buried High-Density Polyethylene Pipes: Considering the Effect of Sequentially Applying Pressure and Elevating Temperature. LID - 10.3390/polym14183779 [doi] LID - 3779 AB - High-density polyethylene (HDPE) materials have many applications in the municipal solid waste (MSW) landfills. HDPE gravity drainage pipes are commonly utilized in MSW landfills because of the polymer's resistance to harsh chemical conditions. When landfill wastes are freshly filled, the weight acting on the leachate collection pipe increases. The temperature of the leachate collection pipe increases as a result of the heat produced by the decomposition of organic components after waste filling. In this paper, the effects of sequentially applying pressure and elevating temperature on the deformation characteristics (such as deformations and strains) of HDPE pipes are investigated. Measurements of pipe deformations and circumferential strains from model experiments in which 110 mm HDPE pipes were backfilled with sand and subjected to 300 kPa of maximum vertical pressure at temperatures of 20, 60 and 80 degrees C showed the following results: (1) a classification of pipe behavior relative to the surrounding soil stiffness is advantageous for HDPE pipe design; (2) when temperature increases to 60 degrees C and 80 degrees C, the strain distribution around the pipe changes from V-shaped to U-shaped, and the pipe deformation profile changes from elliptical to rectangular; (3) when temperature increases from 20 degrees C to 60 degrees C, the vertical and horizontal pipe deflections increase by a factor of 1.08~1.19; (4) when temperature increases from 60 degrees C to 80 degrees C, the vertical and horizontal pipe deflections increase by a factor of 1.15~1.31; and (5) the existing analytical method that considers two extreme interfaces can capture the deformations measured in the model test well. In addition, preliminary recommendations for the design of leachate collection pipes are provided based on the analysis of differences in pipe profile versus temperature. FAU - Zhang, Yuchen AU - Zhang Y AUID- ORCID: 0000-0002-6808-6731 AD - Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China. FAU - Shi, Jianyong AU - Shi J AD - Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China. FAU - Liu, Zhanlei AU - Liu Z AD - Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China. FAU - Sun, Zhenming AU - Sun Z AD - Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China. FAU - Wu, Xun AU - Wu X AD - Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China. AD - College of Mechanics and Materials, Hohai University, Nanjing 210024, China. LA - eng GR - 41877222/National Natural Science Foundation of China/ PT - Journal Article DEP - 20220909 PL - Switzerland TA - Polymers (Basel) JT - Polymers JID - 101545357 PMC - PMC9502708 OTO - NOTNLM OT - deformation characteristics OT - elevated temperature OT - high-density polyethylene pipe OT - landfill OT - pipe profile OT - strain COIS- The authors declare no conflict of interest. EDAT- 2022/09/24 06:00 MHDA- 2022/09/24 06:01 PMCR- 2022/09/09 CRDT- 2022/09/23 01:44 PHST- 2022/06/20 00:00 [received] PHST- 2022/09/04 00:00 [revised] PHST- 2022/09/07 00:00 [accepted] PHST- 2022/09/23 01:44 [entrez] PHST- 2022/09/24 06:00 [pubmed] PHST- 2022/09/24 06:01 [medline] PHST- 2022/09/09 00:00 [pmc-release] AID - polym14183779 [pii] AID - polymers-14-03779 [pii] AID - 10.3390/polym14183779 [doi] PST - epublish SO - Polymers (Basel). 2022 Sep 9;14(18):3779. doi: 10.3390/polym14183779.