Technical Notes
Nov 17, 2022

Mechanical Properties and Microscopic Mechanism of Cement-Stabilized Calcareous Sand Improved with a Nano-MgO Additive

Publication: International Journal of Geomechanics
Volume 23, Issue 2

Abstract

Calcareous sand fractures easily, has poor mechanical properties, and usually needs to be stabilized for engineering applications using additives. In this study, nano-MgO was used to enhance the mechanical properties of cement-stabilized calcareous sand (CCS). Unconfined compressive strength (UCS) and unconsolidated undrained (UU) triaxial shear tests were conducted on nano-MgO-modified CCS (MCCS) specimens, and the microscopic mechanism was investigated using scanning electron microscopy and X-ray diffraction. Finally, models to predict the UCS and shear strength of MCCS were formulated. The results showed that the addition of nano-MgO can enhance the strength and stiffness of CCS, with MCCS reaching its maximum strength of 2.1 MPa at 28 days when the nano-MgO content was 1%. Furthermore, the deviatoric stress first increased and then decreased as the nano-MgO content increased, reaching its maximum value when the nano-MgO content was 1.5%. The optimal nano-MgO content obtained from the UCS tests was different from that obtained from the UU tests. This improvement in CCS strength was due to the nano-MgO filling and cementation of hydrates such as Mg7Si8O22(OH)2, Mg(OH)2, and CaAl2Si3O10(H2O)2. However, too much nano-MgO reduces the strength of CCS because the nano-MgO expands during hydration.

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Acknowledgments

This research was partially supported by National Natural Science Foundation of China (Grant No. 52179107). We thank Prof. Jun Hu from Hainan University for providing the calcareous sand.

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International Journal of Geomechanics
Volume 23Issue 2February 2023

History

Received: Apr 22, 2022
Accepted: Aug 26, 2022
Published online: Nov 17, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 17, 2023

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Professor, School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China. Email: [email protected]
Master’s Student, School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China. ORCID: https://orcid.org/0000-0002-8043-6001. Email: [email protected]
Associate Professor, School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China. Email: [email protected]
Master’s Student, School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China. Email: [email protected]
Master’s Student, School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China. Email: [email protected]
Shaoyun Pu, Ph.D. [email protected]
School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China; (corresponding author). Email: [email protected]

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