Revealing Expansion Mechanism of Cement-Stabilized Expansive Soil with Different Interlayer Cations through Molecular Dynamics Simulations-Reference-Cited by-同舟云学术

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Revealing Expansion Mechanism of Cement-Stabilized Expansive Soil with Different Interlayer Cations through Molecular Dynamics Simulations

Published:2020-06-16 Issue:27 Volume:124 Page:14672-14684
ISSN:1932-7447
Container-title:The Journal of Physical Chemistry C
language:en
Short-container-title:J. Phys. Chem. C

Author:

Du Jiapei¹,Zhou Annan¹^ORCID,Lin Xiaoshan¹,Bu Yuhuan²,Kodikara Jayantha³

Affiliation:

1. School of Engineering, Royal Melbourne Institute of Technology, Melbourne, Victoria 3001, Australia

2. College of Petroleum Engineering, China University of Petroleum, Qingdao 266580, China

3. Department of Civil Engineering, Monash University, Melbourne, Victoria 3800, Australia

Funder

Australian Research Council

Publisher

American Chemical Society (ACS)

Subject

Surfaces, Coatings and Films,Physical and Theoretical Chemistry,General Energy,Electronic, Optical and Magnetic Materials

Link

https://pubs.acs.org/doi/pdf/10.1021/acs.jpcc.0c03376

Reference66 articles.

1. Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity

2. A semi-empirical swell prediction model formulated from ‘clay mineralogy and unsaturated soil’ properties

3. Cyclic thermal and saline effects on the swelling pressure of densely compacted Gaomiaozi bentonite

4. Swelling Properties of Montmorillonite and Beidellite Clay Minerals from Molecular Simulation: Comparison of Temperature, Interlayer Cation, and Charge Location Effects

5. Estimation of Montmorillonite Swelling Pressure: A Molecular Dynamics Approach

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5. Effect of rate of strain on the strength parameters of clay soil stabilized with cement dust by product;GEOMECH ENG;2024

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