Full-scale experimental study of the dynamic performance of buried drainage pipes under polymer grouting trenchless rehabilitation
Authors:
- Ren WangRWRen Wang
- Fuming WangFWFuming Wang
- Jianguo XuJXJianguo Xu
- Yanhui ZhongYZYanhui Zhong
- Shikun LiSLShikun Li
- 1 June 2019
- journal article
- research article
- Published by Elsevier in Ocean Engineering
- Vol. 181, 121-133
Abstract
No abstract availableKeywords
Funding Information
- National Key R&D Program of China (2016YFC0802400, 2016YFC0401608)
- National Natural Science Foundation of China (51579226)
- Scientific and Technological Research Program of Henan Province (182102210013, 162102210011)
- Program for Innovative Research Team (in Science and Technology) in University of Henan Province (18IRTSTHN007)
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- Compressive strength of polymer grouting material at different temperaturesJournal of Wuhan University of Technology-Mater. Sci. Ed., 2010
- Analytical procedure for evaluating pore-water pressure and deformation of saturated clay ground subjected to traffic loads : Hyodo, M; Yasuhara, K Proc 6th International Conference on Numerical Methods in Geomechanics, Innsbruck, 11–15 April 1988V1, P653–658. Publ Rotterdam: A A Balkema, 1988International Journal of Rock Mechanics and Mining Sciences, 1990