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

Author:

Wang Wei1,Luo Jiale2ORCID,Li Na3,Li Ben4,Li Jian4,Pu Shaoyun5

Affiliation:

1. Professor, School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China.

2. Master’s Student, School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China. ORCID: .

3. Associate Professor, School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China.

4. Master’s Student, School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China.

5. School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, China; (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference63 articles.

1. Alba, J. L., and J. M. Audibert. 1999. “Pile design in calcareous and carbonaceous granular materials, and historic review.” In Proc., 2nd Int. Conf. on Engineering for Calcareous Sediments, 29–44. Rotterdam, Netherlands: A.A. Balkema.

2. Effect of carbonate precipitating bacteria on strength and hydraulic characteristics of loess soil

3. Strength and deformation characteristics of carbonated reactive magnesia treated silt soil

4. Investigation of engineering properties of cement-stabilized calcareous sand foundation;Chai Y.;Adv. Mater. Sci. Eng.,2021

5. Shear behavior of polyurethane foam adhesive improved calcareous sand under large-scale triaxial test

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