Araştırma Makalesi

Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam

Sayı: Advanced Online Publication Erken Görünüm Tarihi: 5 Ekim 2026
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Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam

Öz

Field and laboratory tests and numerical analyses of rigid culverts have shown that induced trench installation (ITI) can reduce the vertical stress acting on culverts installed under high embankments. In this research, the ITI technique was adapted by incorporating expanded polystyrene (EPS) geofoam as a compressible inclusion to reduce stresses on large-diameter thermoplastic pipes beneath high embankments, and the system was examined through numerical modelling. A numerical model representing the field configuration was calibrated using available field measurements and subsequently employed to evaluate the mechanical response of large-diameter thermoplastic pipes buried under a high embankment. The effects of EPS thickness and width on pipe stresses and deflections, together with the comparative stress responses obtained using different EPS material representations, were analysed. Creating a soft compressible zone above the thermoplastic pipe promoted positive arching and reduced the stresses acting on the pipe, while the deflection response varied with pipe type and EPS geometry. In the EPS15 thickness series, increasing the thickness beyond 1.4h (h = D/10) did not produce a consistent additional reduction in vertical crown stress. Under the fixed 1.4h-thick EPS15 condition, increasing the width beyond D did not consistently improve the stress and deflection responses. Within the adopted material representations, EPS15 produced the largest stress reductions, reaching approximately 60–85% in vertical stress and 35–52% in horizontal stress. Because different constitutive formulations were used for EPS15 and EPS20–EPS40, the observed differences reflect the combined influence of nominal EPS density, material properties, and constitutive representation.

Anahtar Kelimeler

Destekleyen Kurum

This research did not receive any specific grant from funding agencies in the public, commercial, or not-for-profit sectors.

Etik Beyan

This study does not involve human participants, animal experiments, or personal data. Therefore, ethical committee approval is not required.

Kaynakça

  1. McAffee, R.P., Valsangkar, A.J., Geotechnical properties of compressible materials used for induced trench construction, J. Test. Eval., 32(2), 143–152, 2004.
  2. Kim, K., Yoo, C.H., Design loading on deeply buried box culverts, J. Geotech. Geoenviron. Eng., 131(1), 20–27, 2005.
  3. McAffee, R.P., Valsangkar, A.J., Performance of an induced trench installation, Transportation Research Record, 1936(1), 230–237, 2005.
  4. Sun, L., Hopkins, T., Beckham, T., Stress reduction by ultra-lightweight geofoam for high fill culvert, Proceedings of the 13th Great Lakes Geotechnical and Geoenvironmental Conference, Milwaukee, Wisconsin, USA, 146–154, 2005.
  5. Kang, J., Parker, F., Yoo, C.H., Soil-structure interaction and imperfect trench installations for deeply buried concrete pipes, J. Geotech. Geoenviron. Eng., 133(3), 277–285, 2007.
  6. Kang, J., Parker, F., Yoo, C.H., Soil–structure interaction for deeply buried corrugated steel pipes Part I: Embankment installation, Eng. Struct., 30(2), 384–392, 2008.
  7. Kang, J., Parker, F., Yoo, C.H., Soil–structure interaction for deeply buried corrugated steel pipes Part II: Imperfect trench installation, Eng. Struct., 30(3), 588–594, 2008.
  8. McAffee, R.P., Valsangkar, A.J., Field performance, centrifuge testing, and numerical modelling of an induced trench installation, Can. Geotech. J., 45(1), 85–101, 2008.

Ayrıntılar

Birincil Dil

İngilizce

Konular

İnşaat Geoteknik Mühendisliği

Bölüm

Araştırma Makalesi

Erken Görünüm Tarihi

5 Ekim 2026

Yayımlanma Tarihi

-

Gönderilme Tarihi

16 Aralık 2025

Kabul Tarihi

29 Eylül 2026

Yayımlandığı Sayı

Yıl 2026 Sayı: Advanced Online Publication

Kaynak Göster

APA
Bozkurt, S., Kılıç, H., & Biçer, P. (2026). Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam. Turkish Journal of Civil Engineering, Advanced Online Publication. https://doi.org/10.18400/tjce.1841864
AMA
1.Bozkurt S, Kılıç H, Biçer P. Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam. tjce. 2026;(Advanced Online Publication). doi:10.18400/tjce.1841864
Chicago
Bozkurt, Sercan, Havvanur Kılıç, ve Perihan Biçer. 2026. “Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam”. Turkish Journal of Civil Engineering, sy Advanced Online Publication. https://doi.org/10.18400/tjce.1841864.
EndNote
Bozkurt S, Kılıç H, Biçer P (01 Ekim 2026) Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam. Turkish Journal of Civil Engineering Advanced Online Publication
IEEE
[1]S. Bozkurt, H. Kılıç, ve P. Biçer, “Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam”, tjce, sy Advanced Online Publication, Eki. 2026, doi: 10.18400/tjce.1841864.
ISNAD
Bozkurt, Sercan - Kılıç, Havvanur - Biçer, Perihan. “Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam”. Turkish Journal of Civil Engineering. Advanced Online Publication (01 Ekim 2026). https://doi.org/10.18400/tjce.1841864.
JAMA
1.Bozkurt S, Kılıç H, Biçer P. Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam. tjce. 2026. doi:10.18400/tjce.1841864.
MLA
Bozkurt, Sercan, vd. “Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam”. Turkish Journal of Civil Engineering, sy Advanced Online Publication, Ekim 2026, doi:10.18400/tjce.1841864.
Vancouver
1.Sercan Bozkurt, Havvanur Kılıç, Perihan Biçer. Stress Reduction of Buried Thermoplastic Pipes Using EPS Geofoam. tjce. 01 Ekim 2026;(Advanced Online Publication). doi:10.18400/tjce.1841864