Using CT scanning to quantify the microstructure change due to freezing at various temperatures in highly-cemented clay-Reference-Cited by-同舟云学术

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Using CT scanning to quantify the microstructure change due to freezing at various temperatures in highly-cemented clay

Published:2024-07 Issue: Volume:435 Page:136704
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Liu Chao^ORCID,Berard Claude,Deng Lijun^ORCID

Publisher

Elsevier BV

Reference31 articles.

1. Effect of freeze–thaw cycles on durability and strength of very soft clay soil stabilised with recycled Bassanite;Kamei;Cold Reg. Sci. Technol.,2012

2. Evaluating Impact resonance testing as a tool for predicting hydraulic conductivity and strength changes in cement-stabilized soils;Jamshidi;J. Mater. Civ. Eng.,2015

3. Freeze-thaw performance of a cement-treated expansive soil;Lu;Cold Reg. Sci. Technol.,2020

4. Engineering behavior of cement-treated stiff clay subjected to freezing/thawing cycles;Liu;Cold Reg. Sci. Technol.,2023

5. Physicochemical and engineering behavior of cement treated clays;Chew;J. Geotech. Geoenviron. Eng.,2004

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