Details
Original language | English |
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Title of host publication | Advances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010 |
Editors | Alphose Zingoni |
Pages | 1375-1378 |
Number of pages | 4 |
Publication status | Published - 2010 |
Event | 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010 - Cape Town, South Africa Duration: 6 Sept 2010 → 8 Sept 2010 |
Publication series
Name | Advances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010 |
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Abstract
Trench excavation for sewers causes ground movement which can damage adjacent pipelines. This is of special importance in urban areas where lots of pipelines exist. However, only few data are available on the magnitude of the ground movements. An overview is given on the existing data concerning observed soil displacements due to trench excavations. A numerical model to calculate displacements of the ground in different distances from the trench and in different depths is presented. Using the calibrated numerical model, a parametric study is carried out to investigate the influence of trench depth, trench width and soil type. Basing on the results, recommendations are given concerning the determination of the displacement values depending on the most relevant parameters for practice design.
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Mechanical Engineering
Cite this
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Advances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010. ed. / Alphose Zingoni. 2010. p. 1375-1378 (Advances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - On the displacement of pipelines due to adjacent trench excavations
AU - Ahlinhan, M. F.
AU - Achmus, M.
PY - 2010
Y1 - 2010
N2 - Trench excavation for sewers causes ground movement which can damage adjacent pipelines. This is of special importance in urban areas where lots of pipelines exist. However, only few data are available on the magnitude of the ground movements. An overview is given on the existing data concerning observed soil displacements due to trench excavations. A numerical model to calculate displacements of the ground in different distances from the trench and in different depths is presented. Using the calibrated numerical model, a parametric study is carried out to investigate the influence of trench depth, trench width and soil type. Basing on the results, recommendations are given concerning the determination of the displacement values depending on the most relevant parameters for practice design.
AB - Trench excavation for sewers causes ground movement which can damage adjacent pipelines. This is of special importance in urban areas where lots of pipelines exist. However, only few data are available on the magnitude of the ground movements. An overview is given on the existing data concerning observed soil displacements due to trench excavations. A numerical model to calculate displacements of the ground in different distances from the trench and in different depths is presented. Using the calibrated numerical model, a parametric study is carried out to investigate the influence of trench depth, trench width and soil type. Basing on the results, recommendations are given concerning the determination of the displacement values depending on the most relevant parameters for practice design.
UR - http://www.scopus.com/inward/record.url?scp=84986000796&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84986000796
SN - 9780415584722
T3 - Advances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010
SP - 1375
EP - 1378
BT - Advances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010
A2 - Zingoni, Alphose
T2 - 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010
Y2 - 6 September 2010 through 8 September 2010
ER -