Experimental and Numerical Analyses of Buried HDPE Pipe with Using EPS Geofoam


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Akyelken F. A. , Kılıç H.

KSCE JOURNAL OF CIVIL ENGINEERING, vol.1, no.1, pp.1-10, 2022 (Journal Indexed in SCI Expanded)

  • Publication Type: Article / Article
  • Volume: 1 Issue: 1
  • Publication Date: 2022
  • Doi Number: 10.1007/s12205-022-1541-z
  • Journal Name: KSCE JOURNAL OF CIVIL ENGINEERING
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Compendex, INSPEC, Pollution Abstracts
  • Page Numbers: pp.1-10
  • Yıldız Technical University Affiliated: Yes

Abstract

High density polyethylene (HDPE) pipes are generally not used in applications that will be
exposed to high filling stresses. For this reason, there are not enough experimental and
numerical analysis studies in the literature on the reduction of stresses on HDPE pipes with
soft zone application. In this study, it was aimed to evaluate the performance of imperfect
trench installations containing soft material zone for buried HDPE pipe by numerical analysis.
Laboratory-scale experiments and numerical analyses were conducted to study the
performance of the HDPE pipe with soft zone application. A surcharge load was applied to
the backfill, and earth pressure and soil settlements around the HDPE pipe and pipe
deflections were measured for two soft zone geometries. After validation of the test results by
a numerical method, parametric studies were performed to investigate the change of EPS
Geofoam material and backfill soil type. According to the results, it was seen that the
horizontal and vertical stresses acting on the pipe decreased by 65%
- 70% in accordance
with the experimental measurements. It has been determined that the deformations of pipes
under 10m filling load do not exceed 1%. Experimental and numerical results show that by
applying a soft zone around the HDPE pipe, the stresses acting on the side wall of the pipe are
significantly reduced, and the behavior of the pipe is not affected much by the infill soil type.