Role of surrounding soils and pore water in calcium carbonate precipitation in railway tunnel drainage system
Authors:
- Zilong WuZWZilong Wu
- Yujun CuiYCYujun Cui
- Antoine Guimond BarrettABAntoine Guimond Barrett
- Miguel Mellado MorenoMMMiguel Mellado Moreno
- Yongfeng DengYDYongfeng Deng
- 1 December 2019
- journal article
- research article
- Published by Elsevier in Transportation Geotechnics
- Vol. 21
Abstract
No abstract availableKeywords
Funding Information
- CSC
- SNCF
- Zhejiang University
This publication has 14 references indexed in Scilit:
- Investigation of interlayer soil behaviour by field monitoringTransportation Geotechnics, 2014
- Evaluation of advanced drainage treatment for old tunnel drainage system in KoreaTunnelling and Underground Space Technology, 2013
- Permeability of aged grout around tunnels in LondonGéotechnique, 2013
- The effects of technological voids on the hydro-mechanical behaviour of compacted bentonite–sand mixtureSoils and Foundations, 2013
- An experimental study on the secondary deformation of Boom clayApplied Clay Science, 2012
- Experimental study on the swelling behaviour of bentonite/claystone mixtureEngineering Geology, 2012
- Laboratory hydro-mechanical characterisation of Boom Clay at Essen and MolPhysics and Chemistry of the Earth, Parts A/B/C, 2011
- Potential risk of calcium carbonate precipitation in agricultural drain envelopes in arid and semi-arid areasAgricultural Water Management, 2010
- Koralm Tunnel as a Case Study for Sinter Formation in Drainage Systems – Precipitation Mechanisms and Retaliatory ActionGeomechanics and Tunnelling, 2008
- A study of the compaction properties of potential clay—sand buffer mixtures for use in nuclear fuel waste disposalEngineering Geology, 1985