Influence of erosion voids and traffic loads on buried large-diameter reinforced concrete pipes
Geotechnical centrifuge tests were conducted to examine the influence of invert voids and surface traffic loads on 1400 mm diameter reinforced concrete pipes buried with a shallow soil cover depth of 700 mm. Void formation beneath the pipe was simulated during centrifuge testing. The test results re...
Main Authors: | Ming Xu, Dawei Shen |
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Format: | Article |
Language: | English |
Published: |
KeAi Communications Co., Ltd.
2024-08-01
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Series: | Underground Space |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2467967424000023 |
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