Effect of nano-MgO on mechanical performance of cement stabilized silty clay

Author:

Yao Kai1ORCID,An Dongliang2,Wang Wei2,Li Na2,Zhang Chen2,Zhou Aizhao3

Affiliation:

1. Department of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore, Singapore;

2. School of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang, China;

3. Department of Civil and Architecture Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu, China

Funder

National Natural Science Foundation of China

Zhejiang Provincial Natural Science Foundation of China

Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Reference33 articles.

1. ASTM D 3080-90. 1994. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. Annual Book of ASTM Standards, 4:290–295.

2. Stabilization of residual soil using SiO2 nanoparticles and cement

3. Cement and carbon emissions

4. Water content, porosity and cement content as parameters controlling strength of artificially cemented silty soil

5. Soil Mechanics

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