PDF(2714 KB)
Evaluation Model of Soil Water Characteristic Curve of Red Clay Based on Dielectric Theory
WANG Hai-jun, XU Xing-qian, LI Cheng, ZHAO Xi, MA Guan-yu, MA Fang-wen
Journal of Changjiang River Scientific Research Institute ›› 2026, Vol. 43 ›› Issue (4) : 138-147.
PDF(2714 KB)
PDF(2714 KB)
Evaluation Model of Soil Water Characteristic Curve of Red Clay Based on Dielectric Theory
[Objective] The soil water characteristic curve (SWCC) can effectively reflect the relationship between soil water suction (matric potential) and water content, yet conventional testing methods pose challenges for the calibration of in situ soil hydraulic parameters. A more convenient, economical and reliable in situ testing approach is required for the rapid evaluation of in situ soil water status and hydraulic characteristics. [Methods] This study integrated soil dielectric theory with a soil water characteristic curve model and, by considering clay mineral composition, bound water, and free water, derived and established an evaluation model for the soil equivalent dielectric constant-matric suction characteristic curve (SEDCC). For model verification, remolded red clay samples with an average dry density of 1.2 g/cm3 were prepared from six regions of Yunnan Province. The prediction accuracy of the SEDCC curves for red clay across different regions was then systematically analyzed, and the feasibility of indirectly evaluating the SWCC of red clay using dielectric theory parameters of electromagnetic waves was further discussed. [Results] The results showed that the water retention characteristics of red clay were influenced by formation conditions, mineral composition, pore structure, and climatic environment, resulting in regional differences in the fitting accuracy of the Fredlund model. Volumetric water content was the key factor driving changes in matric suction and the equivalent dielectric constant. Using volumetric water content as a bridge, the equivalent dielectric constant gradually decreased as matric suction increased. By fitting the correlation between the equivalent dielectric constant and matric suction using the SEDCC model, the fitting accuracy of the SEDCC model in all regions was greater than 95%. An approximately symmetric relationship was observed between the matric suction inversion curve of red clay and the dielectric theory prediction curve. However, this relationship was still influenced by regional differences. By comparing the predicted values from the dielectric theory inversion curve with the measured values obtained by the filter paper method, it was found that the change trends of the soil water characteristic curves derived from the two were basically consistent, with an average relative error of 6.42%. [Conclusion] Therefore, the SEDCC curve proposed based on dielectric theory can fully reflect the coupling relationship between the soil equivalent dielectric constant and matric suction, indicating that the equivalent dielectric constant is a feasible indirect indicator for evaluating matric suction in red clay. Compared with traditional methods, this model is efficient, convenient, and nondestructive, and it shows potential for indirectly inverting the soil water characteristic curve using dielectric theory, thereby providing a convenient approach as well as theoretical model support and reference for the rapid and accurate detection of soil hydraulic parameters using electromagnetic wave techniques.
red clay / equivalent dielectric constant / volumetric water content / matric suction / soil water characteristic curve / soil hydraulic parameters
| [1] |
蔡国庆, 刘祎, 徐润泽, 等. 全吸力范围红黏土干湿循环土-水特征曲线[J]. 岩土工程学报, 2019, 41(增刊2): 13-16.
(
|
| [2] |
Unconsolidated-undrained (UU) tests were conducted to investigate the mechanical and morphological properties of undisturbed and remoulded red clay, with the microscopic characteristics determined by scanning electron microscopy (SEM). The microanalysis showed that the red clay aggregate was granular, curved-slice and thin layered and flower-shaped ellipsoid, with X and Y-type cracks and pores in the undisturbed red clay. Moreover, the contact modes of red clay aggregates were point contact, line contact, surface contact and mosaic contact. In addition, the main microstructure red clay was flocculation, honeycomb and pseudosphere structures. The pores in undisturbed soil were arranged in one direction, with no obvious directionality in remoulded red clay. The pore area, perimeter and maximum length of undisturbed red clay were smaller than those of remoulded red clay, with a larger probability entropy, probability distribution index and fractal dimension of pore distribution of undisturbed red clay than remoulded red clay. UU tests showed that the shear strength of undisturbed red clay was higher than that of remoulded red clay.
|
| [3] |
金盼, 陈波, 胡云世, 等. 制样含水率影响红黏土强度特性的微观机理研究[J]. 工程地质学报, 2023, 31(6): 1811-1819.
(
|
| [4] |
张文博, 柏巍, 孔令伟, 等. 淋溶时间对红黏土物理力学特性的影响[J]. 岩土力学, 2022, 43(2):443-452.
(
|
| [5] |
蔡国庆, 韩博文, 王亚南, 等. 双孔结构非饱和红黏土土水特征曲线模型[J]. 岩土工程学报, 2022, 44(增刊1): 1-5.
(
|
| [6] |
汪时机, 程明书, 李贤, 等. 非饱和土双应力变量广义土水特征曲线理论模型构建[J]. 农业工程学报, 2017, 33(6): 1-7.
(
|
| [7] |
方薇. 一种非饱和土的非线性抗剪强度包络壳模型[J]. 岩石力学与工程学报, 2018, 37(11): 2601-2609.
(
|
| [8] |
赵云, 凌道盛, 王云龙, 等. 改进一步法模型及TDR自适应方法研究[J]. 岩土工程学报, 2016, 38(5):818-827.
(
|
| [9] |
陈留凤, 彭华. 干湿循环对硬黏土的土水特性影响规律研究[J]. 岩石力学与工程学报, 2016, 35(11):2337-2344.
(
|
| [10] |
王磊, 杨松. 土壤吸力测试方法对土壤水分特征曲线的影响[J]. 节水灌溉, 2018(8): 5-8.
为了研究土壤吸力测试方法对土壤水分特征曲线的影响,以砂土为试验材料,利用张力计、滤纸和压力板仪分别测得砂土的水分特征曲线并通过VG模型进行拟合。得出了在相同含水率下压力板仪(退湿)测得的吸力大于张力计连续测量法测得的吸力大于张力计间断测量法测得的吸力,张力计间断测量法和滤纸法测得的吸力几乎相等。从物理化学的角度分析了由于接触角滞后会导致不同测试方法所对应的接触角存在差异,以及接触角变化对砂土吸力的影响。从理论分析和试验结果得出导致造成测量结果不同的原因是在测试时土体中接触角滞后造成的,接触角滞后对轴平移技术和张力计影响非常大,而对滤纸法影响非常小。随着接触角的增大,轴平移技术和张力计的测量结果将会变小,滤纸法几乎不受影响且和在自然状况下张力计的测量结果十分接近。
(
In order to study the effect of soil suction test method on soil water characteristic curve,sand is used as the test material,and thetensiometer,filter paper and the pressure plate are used to measure sand soil water characteristic curve and the measured data is fitted by VGmodel. It is concluded that under the same rate of water,the suction measured by the pressure plate ( drying) is greater than tensiometercontinuous measurement and tensiometer discrete measurement,the tensiometer discrete measurement value is almost equal to the suctionmeasured by the filter paper method. From the perspective of the physical chemical analysis,the phenomenon that the contact angle hysteresiscan lead to difference contact angle for different test methods is analyzed,as well as the effect of contact angle change on sand suction. Fromtheoretical analysis and experimental results,it is concluded that the different measurement results is caused by the contact angle hysteresis inthe soil. Contact angle hysteresis has large effects on the pressure plate and tensiometer,but very little effect on filter paper method. With theincrease of contact angle,the measurement results of pressure plate and tensiometer will be smaller. The measurement results of the filterpaper method is very close to that of the tensiometer in the natural condition
|
| [11] |
|
| [12] |
潘登丽, 倪万魁, 苑康泽, 等. 基于VG模型确定土水特征曲线基本参数[J]. 工程地质学报, 2020, 28(1):69-76.
(
|
| [13] |
桑进, 刘文化, 张洪勇, 等. 全吸力范围内固化土的土-水特征曲线试验研究[J]. 岩石力学与工程学报, 2023, 42(增刊1): 3842-3850.
(
|
| [14] |
吕海波, 蒋文宇, 赵艳林, 等. 南宁膨胀土的体积含水率-等效介电常数关系[J]. 岩土力学, 2016, 37(8):2145-2150.
(
|
| [15] |
|
| [16] |
徐兴倩, 王海军, 赵熹, 等. 红黏土介电常数模型试验研究[J]. 土木工程学报, 2023, 56(11):165-173,183.
(
|
| [17] |
At radar frequencies below 2 GHz, the mismatch between the 5 to 15 cm sensing depth of classical time domain reflectometry (TDR) probe soil moisture measurements and the radar penetration depth can easily lead to unreliable in situ data. Accurate quantitative measurements of soil water contents at various depths by classical methods are cumbersome and usually highly invasive. We propose an improved method for the estimation of vertical soil moisture profiles from multi-offset ground penetrating radar (GPR) data. A semi-automated data acquisition technique allows for very fast and robust measurements in the field. Advanced common mid-point (CMP) processing is applied to obtain quantitative estimates of the permittivity and depth of the reflecting soil layers. The method is validated against TDR measurements using data acquired in different environments. Depth and soil moisture contents of the reflecting layers were estimated with root mean square errors (RMSE) on the order of 5 cm and 1.9 Vol.-%, respectively. Application of the proposed technique for the validation of synthetic aperture radar (SAR) soil moisture estimates is demonstrated based on a case study using airborne L-band data and ground-based P-band data. For the L-band case we found good agreement between the near-surface GPR estimates and extended integral equation model (I2EM) based SAR retrievals, comparable to those obtained by TDR. At the P-band, the GPR based method significantly outperformed the TDR method when using soil moisture estimates at depths below 30 cm.
|
| [18] |
|
| [19] |
|
| [20] |
|
| [21] |
|
| [22] |
陈仁朋, 吴进, 亓帅, 等. 高铁路基粗颗粒土水力学参数测试方法研究[J]. 岩土力学, 2015, 36(12): 3365-3372.
(
|
| [23] |
Complex dielectric constant (CDC) of bound water determines the accuracy of the complex dielectric constant of wet soil. According to electrical double-layer structure and dielectric properties, the bound water on clay particle surface is divided into strongly bound water and weakly bound water. Based on this classification, models for the complex dielectric constants of bound water and soil are established taking into consideration factors such as temperature, moisture, texture, and microwave frequency. The results show that the fundamental reason why the complex dielectric constant of bound water is between that of ice and free water is the adsorption force which forms the electrical double-layer structure on the surface of clay particles. Low-concentration cationic solution could exist in free soil water and was found as the reason for the higher salinity and conductivity of free soil water, as compared to the measured soil solution. Results of soil CDC model are in good agreement with measured data across a wide range of microwave frequencies and soil temperature, moisture, and texture. The absolute root mean square error analysis also shows that the soil CDC model in this paper compared to the other models is more accurate.
|
| [24] |
A new model for estimating macroscopic permittivity was proposed to predict filler particles' dispersion states in a particulate composite material. In the model, the estimation targets are randomly packed composite materials. The composite materials were represented as a cluster of unit cells. A proposed layer structure model connected the unit cells. The macroscopic permittivity was estimated by calculating the synthetic capacity of the cluster. The proposed model was validated by comparisons between estimated and measured macroscopic permittivity of several particulate composite materials. It was also identified that the proposed model could estimate the permittivity more accurately than an existing theoretical equation's one due to considering the effects for the dispersion states of filler particles. Furthermore, it was indicated that the proposed model could also estimate the dispersion states of filler particles by the measured permittivity. The applicability of the method was confirmed by comparisons between estimated and experimental dispersion states of filler particles. (c) 2021 The Society of Powder Technology Japan. Published by Elsevier B.V. and The Society of Powder Technology Japan. This is an open access article under the CC BY-NC-ND license (http://creativecommons. org/licenses/by-nc-nd/4.0/).
|
| [25] |
|
| [26] |
廖红建, 孙俊煜, 昝月稳, 等. 土的介电常数模型及其工程运用探讨[J]. 岩土工程学报, 2016, 38(增刊2):36-41.
(
|
| [27] |
|
| [28] |
|
| [29] |
|
| [30] |
|
| [31] |
丁小刚, 马丽娜, 蔺文博, 等. 非饱和重塑弱膨胀土孔隙结构与土-水特征曲线试验研究[J]. 岩石力学与工程学报, 2022, 41(增刊1): 3081-3090.
(
|
| [32] |
陈正汉, 郭楠. 非饱和土与特殊土力学及工程应用研究的新进展[J]. 岩土力学, 2019, 40(1): 1-54.
(
|
| [33] |
In this study, we measured and characterized the relative dielectric constant of mineral soils over the 0.3–3.0 frequency range, and compared our measurements with values of three dielectric constant simulation models (the Wang, Dobson, and Mironov models). The interrelationship between land cover and soil texture with respect to the dielectric constant was also investigated. Topsoil samples (0–10 cm) were collected from homogenous areas based on a land unit map of the study site, located in the Gamsar Plain in northern Iran. The field soil samples were then analyzed in the laboratory using a dielectric probe toolkit to measure the soil dielectric constant. In addition, we analyzed the behaviors of the dielectric constant of the soil samples under a variety of moisture content and soil fraction conditions (after oven-drying the field samples), with the goal of better understanding how these factors affect microwave remote sensing backscattering characteristics. Our laboratory dielectric constant measurements of the real part (ε′) of the frequency dependence between the factors showed the best agreement with the results obtained by the Mironov, Dobson, and Wang models, respectively, but our laboratory measurements of the imaginary part (ε″) did not respond well and showed a higher value in low frequency because of salinity impacts. All data were analyzed by integrating them with other geophysical data in GIS, such as land cover and soil textures. The result of the dielectric constant properties analysis showed that land cover influences the moisture condition, even within the same soil texture type.
|
/
| 〈 |
|
〉 |