Xi Sun
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Xi Sun has a total of 25 co-authors. Here are the top co-authors by number of shared publications:
- Jie Li
RMIT Univ
17 shared publications - Xin Liu
College of Transportation Engineering, Dalian Maritime University, Dalian 116026, China
5 shared publications - Donald Cameron
UniSA STEM, University of South Australia, Mawson Lakes
4 shared publications - Gregory M. Moore
School of Ecosystem and Forest Sciences University of Melbourne, Burnley College 500 Yarra Boulevard Richmond, Australia 613401061077
3 shared publications You Gao
3 shared publications- You Gao
School of Civil & Environmental Engineering and Geography Science, Ningbo University, Ningbo 315211, China
3 shared publications
Latest Publications
- 1 August 2026
- Published by American Society of Civil Engineers (ASCE) in Journal of Materials in Civil Engineering
- Vol. 38 (8) , 04026241
Sustainable Stabilization of Expansive Clays with Waste Glass and Polymer for Improved Pavement Subgrades
Expansive clays present significant geotechnical challenges, often damaging structures and road networks, and requiring reliable stabilization techniques. This study investigates the combin... Practical ApplicationsExpansive clays pose serious risks to transport infrastructure and buildings, often requiring costly remediation. Stabilization of such soils is therefore essential. However, ...
- 1 August 2026
- Published by American Society of Civil Engineers (ASCE) in Journal of Materials in Civil Engineering
- Vol. 38 (8) , 04026241
Sustainable Stabilization of Expansive Clays with Waste Glass and Polymer for Improved Pavement Subgrades
Expansive clays present significant geotechnical challenges, often damaging structures and road networks, and requiring reliable stabilization techniques. This study investigates the combin... Practical ApplicationsExpansive clays pose serious risks to transport infrastructure and buildings, often requiring costly remediation. Stabilization of such soils is therefore essential. However, ...
- 20 January 2026
- Published by Elsevier in Measurement
- Vol. 266
Experimental investigation and machine learning prediction of unsaturated soil tensile strength: A novel model
- 20 January 2026
- Published by Elsevier in Measurement
- Vol. 266
Experimental investigation and machine learning prediction of unsaturated soil tensile strength: A novel model
- Open Access
- 30 December 2025
- Published by Elsevier in Journal of Rock Mechanics and Geotechnical Engineering
- Vol. 18 (3) , 2421-2436
Prediction of soil-water retention curves in unsaturated soils based on stacked generalization
- 30 December 2025
- Published by Elsevier in Journal of Rock Mechanics and Geotechnical Engineering
- Vol. 18 (3) , 2421-2436
Open AccessPrediction of soil-water retention curves in unsaturated soils based on stacked generalization
- Open Access
- 13 November 2025
- Published by MDPI AG in Applied Sciences
- Vol. 15 (22) , 12078
Estimation of the Soil–Water Retention Curve from the Grain Size Distribution and Relative Density of Coarse-Grained Soils
The soil–water retention curve (SWRC) is a fundamental property that governs the hydraulic and mechanical behavior of unsaturated soils. Laboratory SWRC determination remains time-consuming and costly, promoting indirect estimation methods. However, existing methods often oversimplify the pore structure and particle arrangement of soils and neglect the effect of capillary menisci, resulting in discrepancies from natural soil behavior. This study proposes a novel method to estimate the SWRC of coarse-grained soils based on grain size distribution (GSD) and relative density. In the proposed method, soil particles are idealized as spheres in a two-dimensional (2D) plane, and the packing structure is modeled using representative quadrilaterals composed of four poly-disperse particles. The GSD is employed to calculate the probability of different particle sizes occupying the corners of the quadrilateral elements, while the relative density defines their geometric configuration. The water retention behavior is then evaluated using the geometric relationships between the air–water interface and particle radii. The predicted SWRCs are in good agreement with experimental data, indicating that the method can effectively capture the water retention characteristics of coarse-grained soils governed by capillary effects. The method’s applicability is limited to coarse-grained soils and excludes clayey soils where adsorbed water dominates retention mechanisms.
- 13 November 2025
- Published by MDPI AG in Applied Sciences
- Vol. 15 (22) , 12078
Open AccessEstimation of the Soil–Water Retention Curve from the Grain Size Distribution and Relative Density of Coarse-Grained Soils
The soil–water retention curve (SWRC) is a fundamental property that governs the hydraulic and mechanical behavior of unsaturated soils. Laboratory SWRC determination remains time-consuming and costly, promoting indirect estimation methods. However, existing methods often oversimplify the pore structure and particle arrangement of soils and neglect the effect of capillary menisci, resulting in discrepancies from natural soil behavior. This study proposes a novel method to estimate the SWRC of coarse-grained soils based on grain size distribution (GSD) and relative density. In the proposed method, soil particles are idealized as spheres in a two-dimensional (2D) plane, and the packing structure is modeled using representative quadrilaterals composed of four poly-disperse particles. The GSD is employed to calculate the probability of different particle sizes occupying the corners of the quadrilateral elements, while the relative density defines their geometric configuration. The water retention behavior is then evaluated using the geometric relationships between the air–water interface and particle radii. The predicted SWRCs are in good agreement with experimental data, indicating that the method can effectively capture the water retention characteristics of coarse-grained soils governed by capillary effects. The method’s applicability is limited to coarse-grained soils and excludes clayey soils where adsorbed water dominates retention mechanisms.
- Open Access
- 9 November 2025
- Published by MDPI AG in Applied Sciences
- Vol. 15 (22) , 11910
Effects of Grain Size, Density, and Contact Angle on the Soil–Water Characteristic Curve of Coarse Granular Materials
The soil–water characteristic curve (SWCC) is essential for understanding hydraulic behavior in geotechnical applications involving coarse granular materials. However, existing models often overlook the coupled effects of key factors. This study systematically investigates the influence of grain size distribution, density, and contact angle on the SWCC using a numerical approach that combines the discrete element method (DEM) with an enhanced pore morphology method incorporating locally variable contact angles (Lvca-PMM). The results show that smaller uniformity coefficients (), larger median grain sizes (), higher porosity (), and larger contact angles () shift the SWCC to the left, reducing both the air entry value () and residual suction (). Specifically, linear relationships were identified between , , , , and cos(), while a power-law relationship was observed with . Furthermore, the interaction of these factors plays a critical role, where a change in one property can amplify or diminish the effects of others. Based on these findings, empirical equations for predicting and were developed, offering practical tools for engineers to efficiently estimate the SWCC. This research provides deeper insight into the water retention properties of coarse soils and supports the optimized design of granular fills and drainage systems.- 9 November 2025
- Published by MDPI AG in Applied Sciences
- Vol. 15 (22) , 11910
Open AccessEffects of Grain Size, Density, and Contact Angle on the Soil–Water Characteristic Curve of Coarse Granular Materials
The soil–water characteristic curve (SWCC) is essential for understanding hydraulic behavior in geotechnical applications involving coarse granular materials. However, existing models often overlook the coupled effects of key factors. This study systematically investigates the influence of grain size distribution, density, and contact angle on the SWCC using a numerical approach that combines the discrete element method (DEM) with an enhanced pore morphology method incorporating locally variable contact angles (Lvca-PMM). The results show that smaller uniformity coefficients (), larger median grain sizes (), higher porosity (), and larger contact angles () shift the SWCC to the left, reducing both the air entry value () and residual suction (). Specifically, linear relationships were identified between , , , , and cos(), while a power-law relationship was observed with . Furthermore, the interaction of these factors plays a critical role, where a change in one property can amplify or diminish the effects of others. Based on these findings, empirical equations for predicting and were developed, offering practical tools for engineers to efficiently estimate the SWCC. This research provides deeper insight into the water retention properties of coarse soils and supports the optimized design of granular fills and drainage systems. - Open Access
- 24 July 2025
- Published by Springer Nature in Plant and Soil
- Vol. 516 (1) , 173-194
Mechanistic insights into water use strategies and heat tolerance of Australian native trees in saline soils: Implications for phytoremediation under climate change
Aims: This study evaluates the water use strategies and physiological resilience of three Australian native tree species in saline soils to assess their potential for phytoremediation under climate change. We hypothesise that species with high water demand and delayed stomatal closure under aridity can enhance soil salinity mitigation through sustained transpiration and groundwater regulation. Methods: Continuous sap flow measurements were recorded over 12 months on nine trees (three per species) from three species across three moderately saline sites in Melbourne, Australia. Detailed analyses of morphological traits, sapwood properties, and soil profiles (including texture and water content) were conducted. Diurnal sap flow patterns, peak flow timing, and physiological responses to temperature and vapour pressure deficit (VPD) were evaluated to determine species-specific thresholds for heat and drought tolerance. Results: Melaleuca styphelioides exhibited the highest water use, consuming 128% and 97% more water monthly than Lophostemon confertus and Corymbia maculata , respectively. Its peak sap flow occurred later in the day (15:00–17:00), coinciding with sustained stomatal conductance under high VPD (1.9–2.0 kPa) and extreme temperatures (41 °C). Optimal physiological performance for this species occurred at higher temperatures (32.2–33.4 °C) and VPD (1.9–2.0 kPa). Conclusions: Melaleuca styphelioides may warrant further investigation as a potential candidate for water management in saline environments, given its higher water consumption and ability to maintain sap flow under elevated temperature and VPD conditions. These findings suggest that additional research, incorporating larger sample sizes and direct measurements of soil salinity changes, would be valuable to evaluate the suitability of this species for phytoremediation applications in aridifying regions.
- 24 July 2025
- Published by Springer Nature in Plant and Soil
- Vol. 516 (1) , 173-194
Open AccessMechanistic insights into water use strategies and heat tolerance of Australian native trees in saline soils: Implications for phytoremediation under climate change
Aims: This study evaluates the water use strategies and physiological resilience of three Australian native tree species in saline soils to assess their potential for phytoremediation under climate change. We hypothesise that species with high water demand and delayed stomatal closure under aridity can enhance soil salinity mitigation through sustained transpiration and groundwater regulation. Methods: Continuous sap flow measurements were recorded over 12 months on nine trees (three per species) from three species across three moderately saline sites in Melbourne, Australia. Detailed analyses of morphological traits, sapwood properties, and soil profiles (including texture and water content) were conducted. Diurnal sap flow patterns, peak flow timing, and physiological responses to temperature and vapour pressure deficit (VPD) were evaluated to determine species-specific thresholds for heat and drought tolerance. Results: Melaleuca styphelioides exhibited the highest water use, consuming 128% and 97% more water monthly than Lophostemon confertus and Corymbia maculata , respectively. Its peak sap flow occurred later in the day (15:00–17:00), coinciding with sustained stomatal conductance under high VPD (1.9–2.0 kPa) and extreme temperatures (41 °C). Optimal physiological performance for this species occurred at higher temperatures (32.2–33.4 °C) and VPD (1.9–2.0 kPa). Conclusions: Melaleuca styphelioides may warrant further investigation as a potential candidate for water management in saline environments, given its higher water consumption and ability to maintain sap flow under elevated temperature and VPD conditions. These findings suggest that additional research, incorporating larger sample sizes and direct measurements of soil salinity changes, would be valuable to evaluate the suitability of this species for phytoremediation applications in aridifying regions.
- Open Access
- 4 February 2025
- Published by Elsevier in Journal of Rock Mechanics and Geotechnical Engineering
- Vol. 17 (10) , 6648-6661
Effect of fine-grained wood biochar on the geotechnical and microstructural behaviour of expansive clay as pavement subgrade
- 4 February 2025
- Published by Elsevier in Journal of Rock Mechanics and Geotechnical Engineering
- Vol. 17 (10) , 6648-6661
Open AccessEffect of fine-grained wood biochar on the geotechnical and microstructural behaviour of expansive clay as pavement subgrade
- Open Access
- 24 October 2024
- Published by Springer Nature in Plant and Soil
- Vol. 511 (1-2) , 903-924
Mechanistic analysis of urban tree-soil interactions: Species-specific water use and desiccation effects on expansive clays
Aims: This study investigates the complex interactions between urban trees and expansive clay soils, focusing on two prevalent species (Corymbia maculata and Lophostemon confertus) in Melbourne’s urban landscape. Limited field data and understanding of species-specific water use necessitate this research. We aim to quantify the spatiotemporal variability in soil-plant-water interactions within the urban contexts, a crucial factor for informed green infrastructure planning and sustainable ecosystem management in metropolitan areas. Methods: Comprehensive field measurements were conducted over 12 months, including soil movement, soil water dynamics, tree transpiration, and leaf water potential. Sap flow sensors monitored tree water requirements. Laboratory soil testing determined soil properties and developed soil suction and water content profiles. The intercorrelation between soil water dynamics and tree water use was investigated. Results: Peak water use for both trees occurred during summer, contributing 32–40% of their total consumption. C. maculata transpired 48.1 kL, exceeding L. confertus by 106%. The trees’ desiccation influence extended horizontally to 0.4–0.5 times the tree height and vertically to 2.3–3.3 m depth. Soil water content explained 31–36% of soil movement variability, with a strong correlation (R² > 0.9) between soil suction and water content within the active root zone. Conclusions: This study enhances our mechanistic understanding of urban tree-soil interactions, providing valuable insights for sustainable city planning. It emphasizes species-specific considerations in tree selection and placement, especially in areas with expansive soils. The robust field data contributes to refining predictive models of soil-plant-atmosphere interactions in urban landscapes, supporting informed decision-making in urban greening initiatives.
- 24 October 2024
- Published by Springer Nature in Plant and Soil
- Vol. 511 (1-2) , 903-924
Open AccessMechanistic analysis of urban tree-soil interactions: Species-specific water use and desiccation effects on expansive clays
Aims: This study investigates the complex interactions between urban trees and expansive clay soils, focusing on two prevalent species (Corymbia maculata and Lophostemon confertus) in Melbourne’s urban landscape. Limited field data and understanding of species-specific water use necessitate this research. We aim to quantify the spatiotemporal variability in soil-plant-water interactions within the urban contexts, a crucial factor for informed green infrastructure planning and sustainable ecosystem management in metropolitan areas. Methods: Comprehensive field measurements were conducted over 12 months, including soil movement, soil water dynamics, tree transpiration, and leaf water potential. Sap flow sensors monitored tree water requirements. Laboratory soil testing determined soil properties and developed soil suction and water content profiles. The intercorrelation between soil water dynamics and tree water use was investigated. Results: Peak water use for both trees occurred during summer, contributing 32–40% of their total consumption. C. maculata transpired 48.1 kL, exceeding L. confertus by 106%. The trees’ desiccation influence extended horizontally to 0.4–0.5 times the tree height and vertically to 2.3–3.3 m depth. Soil water content explained 31–36% of soil movement variability, with a strong correlation (R² > 0.9) between soil suction and water content within the active root zone. Conclusions: This study enhances our mechanistic understanding of urban tree-soil interactions, providing valuable insights for sustainable city planning. It emphasizes species-specific considerations in tree selection and placement, especially in areas with expansive soils. The robust field data contributes to refining predictive models of soil-plant-atmosphere interactions in urban landscapes, supporting informed decision-making in urban greening initiatives.