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The influence of root-crack dynamics on soil water infiltration across seasonal variations
(2025-12-01)
Yuliana, Yuliana
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Apriyono, Arwan
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Munirwan, Reza Pahlevi
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Feng, Song
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Kamchoom, Viroon
Soil infiltration plays a vital role in the hydrological cycle, impacting water absorption and availability for crops. Accurate infiltration measurements are crucial for improving water management in agricultural systems. This study observed the interaction of root growth and crack to the infiltration rate with influence of wetting drying conditions. Over an 18-month period, a double-ring infiltrometer test was applied to directly assess infiltration rates in both bare and vegetated zones. A minirhizotron camera was used to capture the root growth and decay defined as Root Area Ratio (RAR) and crack defines as crack intensity factor (CIF). The findings reveal that root growth peaked at 6.3 % during the first cycle but declined to 4.5 % in the second dry summer due to water stress and root decay. Vegetated zone also experienced lower CIF compared to bare zone. Infiltration rates increased significantly during dry periods, with the bare zone reaching a final rate of 1.63 × 10⁻⁶ m/s and vegetated zones showing up to an 8-fold increase in the second cycle. These findings underscore the critical role of root dynamics and soil cracking in regulating water infiltration. For agricultural systems, understanding these processes is essential for developing effective soil management and irrigation strategies that improve infiltration, enhance soil stability, and optimize crop productivity.
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Seasonal dynamics of root growth and desiccation cracks and their effects on soil hydraulic conductivity
(2025-04-01)
Yuliana, Yuliana
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Apriyono, Arwan
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Kamchoom, Viroon
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Boldrin, David
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Cheng, Qing
Vegetation significantly influences soil hydraulic conductivity, with the extent of this influence depending on root morphology and density, which vary across different developmental stages of plants. This research investigates the interaction dynamics between plant roots (during both growth and decay) and desiccation cracks, as well as the combined impact of vegetation, cracks, and seasonal variations on soil hydraulic conductivity (K<inf>sat</inf>). Root growth and decay patterns were observed using a minirhizotron, while changes in crack formation were monitored and interpreted using the Crack Intensity Factor (CIF) for both vegetated and bare areas over an eighteen-month period of wetting and drying cycles. K<inf>sat</inf> was analysed based on data from a double-ring test. The findings indicate that the presence of vetiver roots results in a less visible and uneven crack distribution compared to bare soil, with CIF and average crack widths reduced by half. However, cracks reappear during root decay periods. Although cracks were minimised in vegetated soil, K<inf>sat</inf> values increased significantly during dry periods, with a 16-fold rise in the vegetated zone due to root propagation, while the bare zone showed a marginal 5-fold increase. The presence of cracks and roots significantly influences K<inf>sat</inf>, exhibiting distinct hysteresis behaviour in response to drying and wetting cycles.
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The effect of desiccation cracks on water infiltration in landfill cover under extreme climate scenarios
(2025-04-01)
Apriyono, Arwan
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Yuliana, Yuliana
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Kamchoom, Viroon
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Leung, Anthony Kwan
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Jotisankasa, Apiniti
Predicting water infiltration in clay poses a significant challenge, primarily due to the presence of desiccation cracks, which are amplified by extreme climate. Accurate methods for calculating water infiltration, considering crack variations under extreme climates are essential especially for landfill covers. The objective of this study is to explore the relationship between crack intensity factor (CIF) and water infiltration in high-plasticity clay, focusing on seasonal changes and extreme climate conditions. A series of double-ring infiltration tests was conducted in the field to observe the impact of desiccation cracks on water infiltration. Subsequently, a modified Green–Ampt method incorporating CIF was developed and validated against these field test results to improve water infiltration predictions. This study revealed that the maximum CIF was notably higher in the second dry season (11.4 %) than that in the first one (8.1 %), indicating soil structural degradation. An exponential correlation was observed between increased CIF and infiltration rates, attributed to cracks creating preferential pathways. In extreme climate scenarios, CIF increases could surpass 15 %, potentially elevating soil's saturated hydraulic conductivity (K<inf>s</inf>) by over 85 % relative to current climate conditions.
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The effects of desiccation crack and seasonal variation on hydrological response of compact clay embankment
(2025-01-01)
Apriyono, Arwan
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Yuliana, Yuliana
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Kamchoom, Viroon
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Leung, Anthony Kwan
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Jotisankasa, Apiniti
The presence of cracks significantly impacts the hydrological behaviour of clay embankments. This study aimed to enhance understanding of the complex interplay between the amount and propagation of desiccation cracks and seasonal variations. A full-scale embankment was constructed and equipped with an array of instruments, including pore water pressure, volumetric water content (VWC), and crack observer. The results suggested that continues cracks at shallow depths (0.5 m) exhibit significant seasonal fluctuations due to pronounced soil–atmosphere interactions, facilitating rapid water movement and substantial changes in crack width. In contrast, discontinuous cracks at intermediate depths (0.5 m) are less affected by seasonal changes, but they can propagate and connect over time due to repeated wetting and drying cycles. The crack intensity factor (CIF) above 0.4 m is highly sensitive to climatic variations, leading to pronounced fluctuations with changes in rainfall and dry conditions. The twofold increase in CIF values leads to a significant reduction in VWC (by 13.5%) at the depth of 0.25 m under the same atmospheric water balance. However, this effect is less pronounced at greater depths, such as 0.5 m, as discontinuous cracks are less effective in facilitating rapid drainage and moisture loss.
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Effect of root water uptake on road movement across seasonal changes
(2025-01-01)
Yuliana, Yuliana
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Apriyono, Arwan
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Leung, Anthony Kwan
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Keawsawasvong, Suraparb
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Kamchoom, Viroon
The use of trees as roadside barriers provides benefits like noise and pollution control. On the other hand, the root systems can disrupt soil moisture, leading to uneven subsidence and impacting nearby structures. Knowing the appropriate distance between trees and pavement will allow for maximizing the plant's favourable impact on infrastructure. This study aimed to determine the safe distance between trees and pavement by examining the effects of transpiration on pore water pressure (PWP) and pavement subsidence under seasonal variations. The root water uptake was simplified in a finite element model using multiple hydraulic head boundaries and validated through field observations. A hypoplastic model was employed to simulate the non-linear behaviour and plastic strain accumulation in unsaturated soil. The findings indicate that the summer season exhibited a more noticeable change in negative PWP. Trees significantly reduce PWP, especially during summer seasons, creating higher suction near them due to evapotranspiration. Additionally, pavement edges closest to trees experience the most pronounced subsidence, likely due to a greater soil moisture deficit. Seasonal variations influence subsidence, with drier periods leading to more severe effects. Furthermore, the pavement with the distance 4 meters from the tree highlights a potential risk exceeded the cracking moment at 5<sup>th</sup> summer period, indicating a high risk of damage.
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The impact of biochar amendment on soil water infiltration and evaporation under climate change scenarios
(2024-10-01)
Apriyono, Arwan
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Yuliana, Yuliana
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Chen, Zhongkui
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Keawsawasvong, Suraparb
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Kamchoom‬, Viroon
Biochar is an eco-friendly material that is potentially used in earthworks to prevent stability and serviceability problems under extreme scenarios. This study aims to examine the effects of biochar amended on water infiltration and evaporation under extreme climate. A series of numerical analyzes were conducted to observe the response of pore water pressure (PWP) to extreme climate variation with an application of biochar composition. Moreover, an analysis of variance (ANOVA) has been performed to investigate the effect of biochar on soil water holding capacity at a low suction range. According to the result, biochar amended can maintain the fluctuation of PWP due to wetting and drying processes under extreme climate scenarios. This is due to the fact that the finer particles of biochar may clog large soil pores, reducing the water infiltration rate. Moreover, the addition of biochar can increase water retention capacity at low matric suction ranges, which can prevent flooding during extreme wet conditions. Further to this, the addition of biochar to the soil can maintain PWP fluctuation at the near surface area under extreme climate, preventing soil desiccation cracks.
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Serviceability of cut slope and embankment under seasonal climate variations
(2023-04-01)
Apriyono, Arwan
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Yuliana
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Kamchoom, Viroon
In the next 20 years, there will be an extensive investment in transport infrastructure. Although the cut and embankment slopes seem to have the same appearance, they have different responses to climate variations. Understanding their characteristics and performance is necessary to design a safer and more sustainable slope infrastructure. This paper provides a thorough examination of the seasonal performance of cut slopes and embankments. Furthermore, this study suggests an introduction to the impacts of climate change, amplifying seasonal shrinkage–swelling and progressive failure of slope construction under extreme drought and precipitation. Volumetric water content and pore water pressure fluctuations due to seasonal variation were analysed and compared from both the cut slope and the embankment. Moreover, stress path and slope deformation were also investigated in this study to understand the behaviour of the cut slope and the embankment. The results suggest that the cut slope retains more pore water pressure during the wet season due to its lower permeability than an embankment with respect to the construction history. However, pore water pressure and displacement in the cut slope tend to be increased due to the consolidation process after excavation, which requires more time to reach equilibrium. In addition, greater displacement in the cut slope can increase the possibility of delayed failure in the future.
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The impact of tree transpiration on the safety and serviceability of pavement under seasonal variations
(2023-01-01)
Yuliana
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Apriyono, Arwan
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Leung, Anthony Kwan
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Keawsawasvong, Suraparb
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Kamchoom, Viroon
Roadway trees planted as barriers reduce traffic noise and particle pollution in cities. However, tree roots may alter the soil's moisture content, resulting in uneven soil subsidence and maintenance issues for neighbouring structures. This study determined the safe distance between trees and pavement by investigating the effects of transpiration on pore water pressure (PWP) and pavement subsidence under seasonal variations. The root water uptake was simplified in a finite element model using multiple hydraulic head boundaries and validated using field observations. A hypoplastic model was used to model non-linear behaviour and plastic strain accumulation in unsaturated soil. Evergreen trees can reduce PWP by 72% during the dry season and 84% during the wet season, compared to bare soil. The subsidence did not decrease linearly with the distance away from trees under a rigid and impermeable pavement structure. The maximum bending moment was influenced by the distance between trees and pavement with the highest value occurring when trees were located near the pavement (up to five times the bending moments on pavement without trees). Our findings suggest that the pavement is at risk of experiencing structural failure if trees are located within 0.4 times their height away from the pavement.
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Laboratory study of water infiltration and evaporation in biochar-amended landfill covers under extreme climate
(2022-11-01)
Chen, Zhongkui
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Kamchoom, Viroon
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Apriyono, Arwan
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Chen, Rui
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Chen, Chaowei
Biochar has been used as an environment-friendly enhancer to improve the soil hydraulic properties. Previous studies focused on the effect of biochar addition for irrigation in agricultural soils. However, the understanding of the influence of biochar addition on water infiltration in compacted soils as used in landfill covers is limited. This study investigated the effects of peanut shell biochar addition on soil water infiltration with consideration of soil microstructure variations. The performance of biochar-amended soil was also explored under extreme rainfall and drought conditions. In this experiment, peanut shell biochar with particles finer than 0.25 mm was amended into compacted silty sand. Index soil properties and microstructure were observed. One-dimension (1-D) column tests and corresponding numerical modelling were carried out to investigate the performance of this cover material under different climate scenarios. The results suggested that the application of biochar can increase soil porosity, but a significant number of large pores (i.e., larger than 20 μm) was minimized. With the application of biochar, the soil covers thus become more efficient in preventing infiltration and percolation. This is also crucial to minimize the need for a relatively large thickness of soil cover. With an increase in porosity, the biochar can improve the soil water retention. Under extreme drought, the application of biochar can reduce the very low pore-water pressure (PWP) in soils by more than 50%. From all of these, peanut shell biochar can potentially be an eco-friendly and more sustainable solution for soil covers, even under extreme climate conditions.

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