4.7 Article

Effects of coal-metakaolin on the properties of cemented sandy soil and its mechanisms

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 166, Issue -, Pages 592-600

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2018.01.192

Keywords

Cemented sandy soil; Coal-metakaolin; Cement; Compressive strength; Microstructure

Funding

  1. National Natural Science Foundation of China [51078253]
  2. Central Public Interest Research Institute of China [2017-7512]

Ask authors/readers for more resources

In this study, effects of coal-metakaolin (CMK) on mechanical and microstructural properties of cemented sandy soil were investigated. The mechanical properties were evaluated by unconfined compressive strength (UCS) and stress-strain relationships. By incorporating CMK, the 28 d UCS was improved by 1.68-2.18 times, the ultimate strain reduced to 1.63-1.75%. Microstructural properties were investigated by using thermogravimetry, X-ray diffraction, mercury intrusion porosimetry and scanning electronic microscopy. The results showed that CMK can accelerate cement hydration, refine pore structure, and improve the interfacial zone between soil particles and binder, due to its pozzolanic nature and fine particle size. (C) 2018 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available