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contributor authorR. Zumsteg
contributor authorM. Plötze
contributor authorA. M. Puzrin
date accessioned2017-12-30T12:55:00Z
date available2017-12-30T12:55:00Z
date issued2018
identifier other%28ASCE%29GT.1943-5606.0001790.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243367
description abstractThe continuous development of chemical additives facilitated the successful application of the earth pressure balanced (EPB) method in numerous tunnel-excavation projects. One major issue for every successful EPB excavation project is the environmentally sound deposition of a large volume of chemically treated soil of soft consistency and with sometimes viscous properties. In particular, the groundwater must not be polluted with substantial amounts of organic compounds. Here the authors present a laboratory study that shows that the percentage of chemicals leaching out of conditioned soil material can vary between 20 and 90% (by weight), depending on the predominant soil type (clay) and the chemical used. The authors found that lime treatment, which is applied to increase the workability of conditioned soil for deposition, also ensured a low chemical-mass output in the seepage water. A comparison is shown of results obtained in a batch leaching test for a solid/liquid ratio of 1∶10 and in a percolation test with a consolidated soil sample with subsequent analysis of the collected eluate with respect to dissolved organic carbon (DOC). In general the authors observed that for the more realistic conditions of the percolation test, the measured maximum concentrations of DOC in the eluate can be higher compared to the concentrations found in the batch leaching tests. The total percentage of washed-out chemicals however was lower in the percolation test, indicating less leachability of the chemicals under those conditions.
publisherAmerican Society of Civil Engineers
titleLeaching Characteristics of Chemicals from Conditioned Tunnel Muck
typeJournal Paper
journal volume144
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001790
page06017016
treeJournal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 002
contenttypeFulltext


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