Title of article
Effects of lime treatment on the microstructure and hydraulic conductivity of Héricourt clay
Author/Authors
Tran، نويسنده , , Thanh Danh and Cui، نويسنده , , Yu-Jun and Tang، نويسنده , , Anh Minh and Audiguier، نويسنده , , Martine and Cojean، نويسنده , , Roger، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2014
Pages
6
From page
399
To page
404
Abstract
This study aims at evidencing the effects of lime treatment on the microstructure and hydraulic conductivity of a compacted expansive clay, with emphasis put on the effect of lime hydration and modification. For this purpose, evolutions of hydraulic conductivity were investigated for both lime-treated and untreated soil specimens over 7 d after full saturation of the specimens and their microstructures were observed at the end. Note that for the treated specimen, dry clay powder was mixed with quicklime prior to compaction in order to study the effect of lime hydration. It is observed that lime hydration and modification did not affect the intra-aggregate pores but increased the inter-aggregates pores size. This increase gave rise to an increase of hydraulic conductivity. More precisely, the hydraulic conductivity of lime-treated specimen increased progressively during the first 3 d of modification phase and stabilised during the next 4 d which correspond to a short period prior to the stabilisation phase. The microstructure observation showed that stabilisation reactions took place after 7 d. Under the effect of stabilisation, a decreasing hydraulic conductivity can be expected in longer time due to the formation of cementitious compounds.
Keywords
clays , Hydraulic conductivity , microstructure , Temperature effect , Lime hydration
Journal title
Journal of Rock Mechanics and Geotechnical Engineering
Serial Year
2014
Journal title
Journal of Rock Mechanics and Geotechnical Engineering
Record number
2234771
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