Percolation experiment across a 10-year-old interface between Opalinus Clay and Portland concrete

被引:2
作者
Bernard, Ellina [1 ,2 ,4 ]
Jenni, Andreas [1 ]
Toropovs, Nikolajs [3 ]
Mader, Urs [1 ]
机构
[1] Univ Bern, Inst Geol Sci, Rock Water Interact, CH-3012 Bern, Switzerland
[2] Imperial Coll London, Dept Civil & Environm Engn, 11 Skempton Bldg, London SW7 2AZ, England
[3] Empa Swiss Fed Labs Mat Sci & Technol, Lab Concrete & Construct Chem, CH-8600 Dubendorf, Switzerland
[4] Univ Bern, Inst Geol Sci, Rock Water Interact Grp, CH-3012 Bern, Switzerland
基金
欧盟地平线“2020”; 瑞士国家科学基金会;
关键词
Portland cement degradation; Opalinus Clay; Saline water; 10-year-old interface; Pore solution; X-ray computed tomography; IN-SITU INTERACTION; C-S-H; CHLORIDE-BINDING; CEMENT PASTES; DIFFUSION; IMPACT;
D O I
10.1016/j.cemconres.2023.107180
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An interface sample between Portland concrete and Opalinus Clay with a contact time of 10 years recovered from a field experiment was investigated by SEM-EDX and X-ray CT. The concrete side showed a large chloride ingress from the claystone alongside a decalcification and an opening of the porosity. Additional XRD, TGA and leaching experiments of the concrete at few centimetres (-5 cm) away from the interface confirmed the chloride ingress. The interface was then subjected to a long-term percolation experiment accompanied with repeated X-ray CTscans. Injection of synthetic claystone pore water proceeded into the claystone-part of the sample, and through the concrete part, whereby the outflow was continuously sampled. The bedding joints that were partially desaturated rapidly saturated, while hydraulic conductivity steadily decreased to values similar to unaltered claystone. The analysis of the exfiltrating aliquots shed light on the advective/diffusive properties of water transport and multi-component solute transport.
引用
收藏
页数:16
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