Zhe Zhang
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Zhe Zhang has a total of 27 co-authors. Here are the top co-authors by number of shared publications:
- Guoqing Geng
Department of Civil and Environmental Engineering National University of Singapore 117576 Singapore
6 shared publications Bin Zhang
1 shared publicationChangmin Xiong
Department of Physics Beijing Normal University Beijing 100875 P. R. China
1 shared publicationChunli Yao
Department of Physics Beijing Normal University Beijing 100875 P. R. China
1 shared publicationChunli Zheng
1 shared publicationGuozhi Fu
1 shared publication
Latest Publications
- 3 May 2026
- Published by Elsevier in Journal of Building Engineering
- Vol. 126
Multi-fidelity residual neural networks for evaluating concrete long-term deformation process
- 3 May 2026
- Published by Elsevier in Journal of Building Engineering
- Vol. 126
Multi-fidelity residual neural networks for evaluating concrete long-term deformation process
- Open Access
- 4 March 2025
- Published by Elsevier in Composites Part B: Engineering
- Vol. 298
Mesoscale simulation of C–S–H creep and stress relaxation by discrete element modelling
- 4 March 2025
- Published by Elsevier in Composites Part B: Engineering
- Vol. 298
Open AccessMesoscale simulation of C–S–H creep and stress relaxation by discrete element modelling
- 12 December 2023
- Published by Elsevier in Composites Part B: Engineering
- Vol. 271
Mechanical behaviour of C-S-H agglomerates at multiscale
- 12 December 2023
- Published by Elsevier in Composites Part B: Engineering
- Vol. 271
Mechanical behaviour of C-S-H agglomerates at multiscale
- 11 December 2023
- Published by Elsevier in Construction and Building Materials
- Vol. 411
An LC3-type binder produced with marine clay and municipal waste incineration fly ash
- 11 December 2023
- Published by Elsevier in Construction and Building Materials
- Vol. 411
An LC3-type binder produced with marine clay and municipal waste incineration fly ash
- Open Access
Nanoscale soil-water retention mechanism of unsaturated clay via MD and machine learning
In this article, we investigate the nanoscale soil-water retention mechanism of unsaturated clay through molecular dynamics and machine learning. Pyrophyllite was chosen due to its stable structure and as the precursor of other 2:1 clay minerals. A series of molecular dynamics simulations of clay at low degrees of saturation were conducted. Soil water was represented by a point cloud through the center-of-mass method. Water-air interface area was measured numerically by the alpha-shape method. The soil-water retention mechanism at the nanoscale was analyzed by distinguishing adsorptive pressure and capillary pressure at different mass water contents and considering the apparent capillary interface area (i.e., water-air interface area per unit water volume). The water number density profile was used to quantify the adsorption effect. A neural-network based machine learning technique was utilized to construct function relationships among matric suction, the mass water content, and the apparent water-air interface area. Our numerical results have demonstrated from a nanoscale perspective that the adsorption effect is dominated by the van der Waals force and hydroxyl hydration between the clay surface and water. As the mass water content increases, the adsorption pressure decreases, and capillarity plays a prominent role in the soil-water retention mechanism at the nanoscale.
Open AccessNanoscale soil-water retention mechanism of unsaturated clay via MD and machine learning
In this article, we investigate the nanoscale soil-water retention mechanism of unsaturated clay through molecular dynamics and machine learning. Pyrophyllite was chosen due to its stable structure and as the precursor of other 2:1 clay minerals. A series of molecular dynamics simulations of clay at low degrees of saturation were conducted. Soil water was represented by a point cloud through the center-of-mass method. Water-air interface area was measured numerically by the alpha-shape method. The soil-water retention mechanism at the nanoscale was analyzed by distinguishing adsorptive pressure and capillary pressure at different mass water contents and considering the apparent capillary interface area (i.e., water-air interface area per unit water volume). The water number density profile was used to quantify the adsorption effect. A neural-network based machine learning technique was utilized to construct function relationships among matric suction, the mass water content, and the apparent water-air interface area. Our numerical results have demonstrated from a nanoscale perspective that the adsorption effect is dominated by the van der Waals force and hydroxyl hydration between the clay surface and water. As the mass water content increases, the adsorption pressure decreases, and capillarity plays a prominent role in the soil-water retention mechanism at the nanoscale.
- 10 January 2023
- Published by American Chemical Society (ACS) in The Journal of Physical Chemistry C
- Vol. 127 (3) , 1607-1621
Interfacial Degradation of Calcium Silicate Hydrate and Epoxy under a Hygrothermal Environment: An Experimental and Molecular Model Study
- 10 January 2023
- Published by American Chemical Society (ACS) in The Journal of Physical Chemistry C
- Vol. 127 (3) , 1607-1621
Interfacial Degradation of Calcium Silicate Hydrate and Epoxy under a Hygrothermal Environment: An Experimental and Molecular Model Study
- Open Access
- 1 January 2022
- Published by Elsevier in SSRN Electronic Journal
Endowing Strength to Calcium Silicate Hydrate (C-S-H) Powder by Cold-Fusion
The strength origin of C-S-H matrix is a key question in cement and concrete research, which remains largely unclear despite a century of study. Here we present a novel approach to endow strength integrity to C-S-H powders via mechanical compaction at room temperature (cold-fusion). The unprecedented 2000 MPa compaction load results in a bulk C-S-H with tensile strength (~24 MPa) one order of magnitude higher than C-S-H matrix from hydration. This practice enables observations on how the Ca/Si ratio (C/S) and initial moisture conditions affect their overall mechanical properties (hardness and strength), which are correlated with the micro-structures studied by 1 H NMR and electronic microscope. We conclude that the bond between closely-contacted C-S-H particle, rather than the total porosity, is key to the bulk strength. The bond is clearly weakened when excessive water exists between C-S-H particles. This work provides novel insight to the strength origin of C-S-H.
- 1 January 2022
- Published by Elsevier in SSRN Electronic Journal
Open AccessEndowing Strength to Calcium Silicate Hydrate (C-S-H) Powder by Cold-Fusion
The strength origin of C-S-H matrix is a key question in cement and concrete research, which remains largely unclear despite a century of study. Here we present a novel approach to endow strength integrity to C-S-H powders via mechanical compaction at room temperature (cold-fusion). The unprecedented 2000 MPa compaction load results in a bulk C-S-H with tensile strength (~24 MPa) one order of magnitude higher than C-S-H matrix from hydration. This practice enables observations on how the Ca/Si ratio (C/S) and initial moisture conditions affect their overall mechanical properties (hardness and strength), which are correlated with the micro-structures studied by 1 H NMR and electronic microscope. We conclude that the bond between closely-contacted C-S-H particle, rather than the total porosity, is key to the bulk strength. The bond is clearly weakened when excessive water exists between C-S-H particles. This work provides novel insight to the strength origin of C-S-H.
- 8 June 2020
- Published by Wiley in Annalen der Physik
- Vol. 532 (7)
Strain‐Gradient‐Induced Modulation of Carrier Density and Mobility at the LaAlO3/SrTiO3 Heterointerface
A strain gradient induced by mechanical bending on a SrTiO3 substrate is demonstrated, and has a pronounced influence on the carrier density and mobility of the interfacial 2D electron gas at the LaAlO3/SrTiO3 heterointerface. Tensile and compressive strain gradients represent two states of upward and downward bending. Under the tensile strain gradient, the carrier density decreases and the mobility has about 200% increase. Conversely, under the compressive strain gradient, the mobility decreases and the carrier density increases by up to 107%. These results demonstrate a range of opportunities to modulate the carrier density and mobility at oxide heterointerface and open up a promising way for further research on application of oxide devices.
- 8 June 2020
- Published by Wiley in Annalen der Physik
- Vol. 532 (7)
Strain‐Gradient‐Induced Modulation of Carrier Density and Mobility at the LaAlO3/SrTiO3 Heterointerface
A strain gradient induced by mechanical bending on a SrTiO3 substrate is demonstrated, and has a pronounced influence on the carrier density and mobility of the interfacial 2D electron gas at the LaAlO3/SrTiO3 heterointerface. Tensile and compressive strain gradients represent two states of upward and downward bending. Under the tensile strain gradient, the carrier density decreases and the mobility has about 200% increase. Conversely, under the compressive strain gradient, the mobility decreases and the carrier density increases by up to 107%. These results demonstrate a range of opportunities to modulate the carrier density and mobility at oxide heterointerface and open up a promising way for further research on application of oxide devices.