Leakage from pipes buried in a soil slope can lead to failure and scour of the slope. Placing the pipe at a safe distance from the slope crest is a key concern in design. The objectives of the work reported here were to investigate the wetting front advancement in a soil slope due to leakage from buried pipes at variable distances from the slope crest considering different soil densities and boundary conditions of the slope, and to recommend a safe separation distance based on the relation between the factor of safety of the slope and the separation distance. Stability charts for slopes were established for different separation distances and infiltration times, which will serve as a guide to determining a safe separation distance. The safe distance depends on soil permeability, slope geometry and infiltration time. A safe distance, regardless of how long the leakage is expected to last, is recommended as twice the slope height for soil slopes 15 m in height and 35° in inclination compacted to 95% relative compaction under impermeable side and bottom boundary conditions. When a pipe is laid within this distance, the ability to detect and repair pipe leakage in a timely manner becomes an essential means of maintaining slope stability.
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August 2018
Editors
Research Article|
April 23 2018
Design safe distance between a buried pipe and a soil slope
Hong Zhu, BSc, MSc, PhD;
Hong Zhu, BSc, MSc, PhD
Postdoctoral Fellow, Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Hong Kong, China
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Limin Zhang, BSc, MSc, PhD
;
Limin Zhang, BSc, MSc, PhD
Professor, Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Hong Kong, China (corresponding author: cezhangl@ust.hk)
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Kit Chan, BSc;
Kit Chan, BSc
PhD Candidate, Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Hong Kong, China
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Chen Chen, BSc
Chen Chen, BSc
PhD Candidate, Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Hong Kong, China
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Publisher: Emerald Publishing
Received:
August 31 2017
Accepted:
April 05 2018
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2018
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2018) 171 (4): 324–331.
Article history
Received:
August 31 2017
Accepted:
April 05 2018
Citation
Zhu H, Zhang L, Chan K, Chen C (2018), "Design safe distance between a buried pipe and a soil slope". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 171 No. 4 pp. 324–331, doi: https://doi.org/10.1680/jgeen.17.00153
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