干湿交替下糯米胶重构对红壤持水特性的影响

张川, 余东嵘, 陈平平, 李继祥, 李淑芳, 段青松, 张玉锴, 李博

长江科学院院报 ›› 2025, Vol. 42 ›› Issue (9) : 83-91.

PDF(8025 KB)
PDF(8025 KB)
长江科学院院报 ›› 2025, Vol. 42 ›› Issue (9) : 83-91. DOI: 10.11988/ckyyb.20240715
水土保持与生态修复

干湿交替下糯米胶重构对红壤持水特性的影响

作者信息 +

Influence of Glutinous Rice Gel Reconstruction on Water Retention Characteristics of Red Soil under Alternate Wetting and Drying

Author information +
文章历史 +

摘要

红壤具有黏性重、易开裂、持水性差、土壤水分变化大等特征,为明晰干湿交替作用下糯米胶重构对红壤持水特性的影响,以云南省红壤为研究对象,在干湿交替条件下设置素土为对照,分析3种不同含量(0.5%、2.5%和5.0%)糯米胶红壤重构土的土水特性变化,采用滤纸法测定基质吸力,并利用Logistic 模型拟合其土-水特征曲线(SWCC),提示糯米胶重构对红壤持水特性的影响机理。研究结果表明:①干湿交替作用对红壤基质吸力有显著影响,基质吸力降幅区间为8.56%~79.43%,随着糯米胶含量增加,基质吸力降幅逐渐减小;②糯米胶重构土在干湿交替影响下,SWCC滞后效应较素土影响较小,含水率变幅增大,5.0%糯米胶重构土在2次干湿交替过程中滞回度较素土降低了80.76%、72.42%;③Logistic模型拟合糯米胶重构土SWCC参数时决定系数均高于0.99,SWCC呈反S线型;④糯米胶能抑制干湿交替作用对红壤进气值、残余值和斜率的消减效应。研究结果对红壤区水土保持和生态修复提供科学依据,具有重要理论和工程实践意义。

Abstract

[Objective] Red soils are widely distributed in Yunnan Province, leading to prevalent ecological issues such as soil degradation, runoff erosion, and vegetation deterioration in the region. Under alternate wetting and drying conditions formed by rainfall, high temperature, and evaporation, red soil bodies are prone to structural deformation, shrinkage cracking, surface erosion, and overall instability. This study aims to reveal the mechanism by which glutinous rice gel reconstruction affects the water retention characteristics of red soil under alternate wetting and drying conditions. [Methods] Four gradients of glutinous rice gel concentration levels were designed: 0% (control group), 0.5%, 2.5%, and 5.0%. At each concentration level, two ring cutter samples (separated by filter paper) were prepared, with three replicates for each concentration, resulting in a total of 24 test samples. Ten groups of glutinous rice gel-reconstructed soil samples with different moisture contents were prepared using the gravimetric method, with moisture content gradients evenly distributed from the air-dried state (4.1%) to the saturated state (42.0%). Five equally spaced moisture content gradients were set for each wetting-drying cycle. Two complete cycles of alternate wetting and drying were performed. Matric suction was measured using the filter paper method. By achieving moisture balance exchange between the filter paper and the soil samples, the matric suction of the soil samples was determined based on the standard relationship between the filter paper’s balance moisture content and suction values. Parameter fitting of the soil-water characteristic curve (SWCC) was performed based on the Logistic model. [Results] Alternate wetting and drying significantly influenced soil matric suction. The matric suction of plain soil decreased by 79.43%, while the glutinous rice gel-reconstructed soil exhibited notable protective effects, with the concentration level of 5.0% demonstrating optimal performance and only decreasing by 8.56%. Hysteresis analysis of the SWCC showed that glutinous rice gel effectively suppressed the hysteretic effects caused by alternate wetting and drying. At the concentration level of 5.0%, the hysteresis degrees of the first and second cycles were reduced by 80.76% and 72.42%, respectively, significantly outperforming plain soil (p<0.01). The Logistic model exhibited high fitting accuracy for SWCC (R2>0.99). Parameter analysis indicated that the 2.5% concentration level exhibited optimal water retention performance during the drying phase, while the 5.0% level performed best during the wetting phase. During alternate wetting and drying, the air-entry value and residual value of the glutinous rice gel-reconstructed soil showed regular differences. With increasing cycle numbers, the air-entry value of the sample with 5.0% concentration level decreased by only 36.64% (95% in the control), while the residual value decreased by only 20.24% and 25.43% during drying and wetting, respectively, demonstrating excellent stability. [Conclusions] The incorporation of glutinous rice gel significantly enhances the water retention capacity and matric suction maintenance of red soil, with the 5.0% concentration level demonstrating optimal performance in suppressing suction reduction, followed by 2.5% and 0.5%. Although alternate wetting and drying causes pronounced hysteresis effects in the SWCC of glutinous rice gel-reconstructed soil, higher concentration levels of glutinous rice gel significantly reduce the hysteresis degree and moisture content variation amplitude. The data reveal a significant negative correlation between glutinous rice gel concentration and hysteresis degree (R2=0.92). The 5.0% sample has the maximum hysteresis reduction and is least affected by alternate wetting and drying. The Logistic model can accurately represent the SWCC parameters of glutinous rice gel-reconstructed soil (R2>0.99). Notably, the sample of 2.5% concentration level shows optimal water retention performance during the drying phase, while the 5.0% sample shows the strongest water absorption capacity during the wetting phase, both significantly outperforming the plain soil control group (p<0.01). With increasing numbers of alternate wetting and drying cycles, both the air-entry value and residual value of the soil exhibit decreasing trends. However, the decline in the air-entry value of glutinous rice gel-reconstructed soil is significantly reduced (the 5.0% group decreased by 63% compared to the control group), and the decline rate of residual value tends to stabilize as cycle numbers increase. The residual values of the samples with 5.0% concentration level decrease by 20.24% and 25.43% during drying and wetting phases, respectively, showing optimal water retention stability. Further in-depth research is required on the degradation rate of glutinous rice gel, number of cycles, time variations, and how these affect the properties of red soil and subsequently alter its matric suction.

关键词

持水特性 / 土-水特征曲线(SWCC) / Logistic模型 / 干湿交替 / 糯米胶重构 / 红壤

Key words

water retention characteristics / soil-water characteristic curve (SWCC) / Logistic model / alternate wetting and drying / glutinous rice gel reconstruction / red soil

引用本文

导出引用
张川, 余东嵘, 陈平平, . 干湿交替下糯米胶重构对红壤持水特性的影响[J]. 长江科学院院报. 2025, 42(9): 83-91 https://doi.org/10.11988/ckyyb.20240715
ZHANG Chuan, YU Dong-rong, CHEN Ping-ping, et al. Influence of Glutinous Rice Gel Reconstruction on Water Retention Characteristics of Red Soil under Alternate Wetting and Drying[J]. Journal of Changjiang River Scientific Research Institute. 2025, 42(9): 83-91 https://doi.org/10.11988/ckyyb.20240715
中图分类号: S282   

参考文献

[1]
黄国勤, 赵其国. 红壤生态学[J]. 生态学报, 2014, 34(18): 5173-5181.
(HUANG Guo-qin, ZHAO Qi-guo. Initial Exploration of Red Soil Ecology[J]. Acta Ecologica Sinica, 2014, 34(18): 5173-5181. (in Chinese))
[2]
米艳华, 潘艳华, 沙凌杰, 等. 云南红壤坡耕地的水土流失及其综合治理[J]. 水土保持学报, 2006, 20(2):17-21.
(MI Yan-hua, PAN Yan-hua, SHA Ling-jie, et al. Comprehensively Harnessing Measures to Control Soil,Water and Nutrients Loss in Slope Cultivated Land of Red Soil in Yunnan[J]. Journal of Soil and Water Conservation, 2006, 20(2):17-21. (in Chinese))
[3]
蔡源远, 崔婷婷, 刘政, 等. 我国南方典型红壤区景观格局对崩岗侵蚀的影响[J]. 生态学报, 2024, 44(7):2817-2825.
(CAI Yuan-yuan, CUI Ting-ting, LIU Zheng, et al. Impact of Landscape Pattern on Benggang Erosion in Typical Red Soil Region of Southern China[J]. Acta Ecologica Sinica, 2024, 44(7):2817-2825. (in Chinese))
[4]
王杰, 任少聪, 魏玉杰, 等. 不同土地利用方式砖红壤团聚体水稳性及其对前期含水率的响应[J]. 土壤学报, 2024, 61(4): 978-988.
(WANG Jie, REN Shao-cong, WEI Yu-jie, et al. Response of Water Stability of Lateritic Aggregates with Different Land Use Types under Different Antecedent Moisture Content[J]. Acta Pedologica Sinica, 2024, 61(4): 978-988. (in Chinese))
[5]
汪时机, 杨振北, 李贤, 等. 干湿交替下膨胀土裂隙演化与强度衰减规律试验研究[J]. 农业工程学报, 2021, 37(5): 113-122.
(WANG Shi-ji, YANG Zhen-bei, LI Xian, et al. Experimental Study on Crack Evolution and Strength Attenuation of Expansive Soil under Wetting-drying Cycles[J]. Transactions of the Chinese Society of Agricultural Engineering, 2021, 37(5): 113-122. (in Chinese))
[6]
刘艳, 马茂华, 吴胜军, 等. 干湿交替下土壤团聚体稳定性研究进展与展望[J]. 土壤, 2018, 50(5):853-865.
(LIU Yan, MA Mao-hua, WU Sheng-jun, et al. Soil Aggregates as Affected by Wetting-drying Cycle: A Review[J]. Soils, 2018, 50(5):853-865. (in Chinese))
[7]
MA H, DUAN Z, ZHANG T, et al. Micro-constructive Damage Model of Dry-wet Cyclic Red Clay Based on Weibull Distribution[J]. Journal of Testing and Evaluation, 2024, 52(2): 1095-1108.
[8]
郑文娇, 韦杰, 唐强, 等. 紫色土埂坎根-土复合体土水特性与抗剪强度[J]. 水土保持学报, 2023, 37(4):75-82.
(ZHENG Wen-jiao, WEI Jie, TANG Qiang, et al. Soil-water Characteristics and Shear Strength of Root-soil Composites from Purple-soiled Bunds[J]. Journal of Soil and Water Conservation, 2023, 37(4):75-82. (in Chinese))
[9]
高鹏飞, 冉卓灵, 韩珍, 等. 含岩屑紫色土水力特性及饱和导水率传递函数研究[J]. 土壤学报, 2021, 58(1): 128-139.
(GAO Peng-fei, RAN Zhuo-ling, HAN Zhen, et al. Hydraulic Properties and Saturated Hydraulic Conductivity Pedo-transfer Function of Rocky Purple Soil[J]. Acta Pedologica Sinica, 2021, 58(1):128-139. (in Chinese))
[10]
王欣. 基于孔隙水分布的非饱和土SWCC及相对渗透系数预测模型[J]. 长江科学院院报, 2022, 39(2): 89-93, 101.
摘要
相对渗透系数与土水特征曲线(SWCC)是研究非饱和流的重要参数,利用毛细管系统研究渗流已经成为研究相对渗透系数的重要方法之一。在用毛细管系统代替土孔隙的假设上,基于杨-拉普拉斯方程和分形理论,对传统的毛细管系统含水量模型作出改进,考虑非饱和孔隙的含水量,提出一个预测非饱和土相对渗透系数的模型。利用4组试验数据对提出的相对渗透系数预测模型进行验证,用均方根偏差(RMSD)评测试验数据与预测数据之间的误差,结果表明4组数据的RMSD均<0.025,说明该模型具有预测非饱和土相对渗透系数的实际意义。
(WANG Xin. Model of Predicting Soil-water Characteristic Curve and Relative Permeability Coefficient of Unsaturated Soil Based on Pore Water Distribution[J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(2): 89-93, 101. (in Chinese))
Relative permeability coefficient and soil-water characteristic curve(SWCC) are important parameters in the study of unsaturated flow, and the capillary system has become one of the important methods to study relative permeability coefficient. On the assumption of using capillary system instead of soil pore, traditional water content model of capillary system was improved based on the Young-Laplace equation and fractal theory. A model predicting the relative permeability coefficient of unsaturated soil in consideration of the water content of unsaturated pore was proposed. Four groups of experimental data were used to verify the proposed model, and the root mean square deviation (RMSD) was used to evaluate the error between experimental data and predicted data. Results manifested that the RMSD values of all the four groups of data were smaller than 0.025, indicating that the model is of practical significance for predicting the relative permeability coefficient of unsaturated soil.
[11]
张川, 张玉锴, 李淑芳, 等. 干湿交替下木纤维重构红壤的水力特性[J]. 农业工程学报, 2023, 39(8):103-110.
(ZHANG Chuan, ZHANG Yu-kai, LI Shu-fang, et al. Hydraulic Properties of the Red Soil with Wood Fiber Reconstruction during Dry-wet Alternation[J]. Transactions of the Chinese Society of Agricultural Engineering, 2023, 39(8):103-110. (in Chinese))
[12]
张玉锴, 阎凯, 李博, 等. 中国土壤重构及其土水特性研究进展[J]. 农业资源与环境学报, 2023, 40(3):511-524.
(ZHANG Yu-kai, YAN Kai, LI Bo, et al. Research Progress on Soil Reconstruction and Soil-water Characteristics in China[J]. Journal of Agricultural Resources and Environment, 2023, 40(3): 511-524. (in Chinese))
[13]
张转敏, 王彬, 饶伟, 等. 初始含水率和降雨能量对黑土团聚体溅蚀特征的影响[J]. 水土保持学报, 2024, 38(2): 68-75.
(ZHANG Zhuan-min, WANG Bin, RAO Wei, et al. Impact of Initial Soil Moisture and Rainfall Energy on Splash Erosion Characteristics of Black Soil Aggregate[J]. Journal of Soil and Water Conservation, 2024, 38(2): 68-75. (in Chinese))
[14]
HAJJAT J, SÁNCHEZ M. Instrumented Plate to Study Soil Cracking Dynamics during Wetting-Drying Cycles[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2021, 147(10):04021108.
[15]
刘武江, 段青松, 杨松, 等. 不同改良剂对红壤土水特征曲线及吸附强度的影响[J]. 灌溉排水学报, 2023, 42(9): 68-78.
(LIU Wu-jiang, DUAN Qing-song, YANG Song, et al. The Effect of Soil Conditioners on Water Characteristic Curves and Adsorption Strength of Red Loam Soil[J]. Journal of Irrigation and Drainage, 2023, 42(9): 68-78. (in Chinese))
[16]
ZHANG C, LIU W J, LI X S, et al. Study on the Influence of Composite Soil on the Slope Stability of Farmland During in Land Consolidation[J]. Environmental Earth Sciences, 2022, 81 (5): 166.
[17]
PAN T, HOU S, LIU Y, et al. Influence of Degradation on Soil Water Availability in an Alpine Swamp Meadow on the Eastern Edge of the Tibetan Plateau[J]. Science of The Total Environment, 2020, 722: 137677.
[18]
胡振琪. 矿山复垦土壤重构的理论与方法[J]. 煤炭学报, 2022, 47(7): 2499-2515.
(HU Zhen-qi. Theory and Method of Soil Reconstruction of Reclaimed Mined Land[J]. Journal of China Coal Society, 2022, 47(7): 2499-2515. (in Chinese))
[19]
刘瑾, 车文越, 郝社锋, 等. 基于CT技术的黄原胶加固土干湿循环条件下力学性能和微观结构劣化机制研究[J]. 岩土工程学报, 2024, 46(5):1119-1126.
(LIU Jin, CHE Wen-yue, HAO She-feng, et al. Deterioration Mechanism of Mechanical Properties and Microstructure in Xanthan Gum-reinforced Soil under Wetting-drying Cycles Based on CT Scanning Technology[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(5):1119-1126. (in Chinese))
[20]
贾栋钦, 裴向军, 张晓超, 等. 改性糯米灰浆固化黄土的微观机理试验研究[J]. 水文地质工程地质, 2019, 46(6):90-96.
(JIA Dong-qin, PEI Xiang-jun, ZHANG Xiao-chao, et al. A Test Study of the Microscopic Mechanism of Modified Glutinous Rice Mortar Solidified Loess[J]. Hydrogeology & Engineering Geology, 2019, 46(6): 90-96. (in Chinese))
[21]
刘蔚, 饶锡保, 李浩民. 弱超固结黏土-混凝土接触面力学特性直剪试验研究[J]. 长江科学院院报, 2023, 40(10): 131-136, 141.
摘要
为探讨黏土的超固结比对黏土-混凝土接触面力学特性的影响,利用直剪仪对不同弱超固结黏土与混凝土的接触面进行直剪试验。试验成果分析表明:黏土的超固结比从1增加到2时,接触面的黏聚力增大40%,内摩擦角增大38%。弱超固结黏土与混凝土接触面尚未剪切破坏时,剪应力-剪切位移曲线符合双曲线模型;接触面剪应力达到抗剪强度后,接触面破坏,进入滑动摩擦不收敛状态。接触面的抗剪强度、初始切线劲度系数与破坏比随着超固结比的增大而逐渐增大;接触面的抗剪强度符合摩尔-库伦破坏准则。建立了黏聚力、内摩擦角、ΔL/τ-ΔL关系中的斜率和截距与超固结比的经验公式,结合摩尔-库伦破坏准则,又建立了简单的接触面本构模型。并用试验数据验证其合理性,可供相关工程参考。
(LIU Wei, RAO Xi-bao, LI Hao-min. Direct Shear Test on Mechanical Properties of the Interface between Weakly Over-consolidated Clay and Concrete[J]. Journal of Changjiang River Scientific Research Institute, 2023, 40(10): 131-136, 141. (in Chinese))
[22]
PUPPALA A J, PUNTHUTAECHA K, VANAPALLI S K. Soil-water Characteristic Curves of Stabilized Expansive Soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(6): 736-751.
[23]
LI L, LI X A, WANG L, et al. The Effects of Soil Shrinkage during Centrifuge Tests on SWCC and Soil Microstructure Measurements[J]. Bulletin of Engineering Geology and the Environment, 2020, 79(7): 3879-3895.
[24]
WANG Y, ZHANG A, REN W, et al. Study on the Soil Water Characteristic Curve and Its Fitting Model of Ili Loess with High Level of Soluble Salts[J]. Journal of Hydrology, 2019, 578: 124067.
[25]
李慧鑫, 曹文贵, 陈可. 考虑滞后效应与吸附作用的非饱和土SWCC分形模型[J]. 长江科学院院报, 2022, 39(6): 82-89.
摘要
传统土-水特征曲线(SWCC)模型的研究仅考虑了土壤基质势的毛细组分而忽略了吸附组分,高估了土壤在低饱和度范围的基质吸力。针对该问题,假设土壤孔隙系统可用一簇带有孔喉的毛细管表示,且其孔径分布服从分形规律。在此基础上将土壤中水分运移分为2个阶段,即毛细水与吸附水共同参与水分运移阶段,以及仅吸附水参与水分运移阶段,推导得到了可以反映全基质吸力范围土壤持水特征及滞后效应的SWCC模型。最后采用已有的试验数据与研究结果对得到的本构模型进行验证,结果表明所提出的SWCC模型预测曲线与试验数据吻合良好,且相比已有方法可更好地描述非饱和土SWCC的持水特性,证明了该模型的合理性与可行性。
(LI Hui-xin, CAO Wen-gui, CHEN Ke. Fractal Model of Soil Water Characteristic Curve of Unsaturated Soil in Consideration of Hysteresis Effect and Adsorption[J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(6): 82-89. (in Chinese))
In traditional research on SWCC model, only the capillary component of soil matrix potential was taken into consideration, while the adsorption component was ignored, which makes it overestimate the matric suction in the low saturation range. In view of this, the soil pore system is assumed to be represented by a cluster of capillaries with pore throats with the pore size distribution obeying the fractal power law. On this basis, the water movement in soil can be divided into two stages, i.e., capillary water and adsorbed water both participate in water movement, and only adsorbed water participates in water movement. The SWCC model reflecting soil’s water holding capacity and the hysteresis effect in the whole range of matric suction is derived.By existing test data and research results,the present constitutive model is verified to be rational and feasible with the predicted curve agreeing well with test data,and capable of better reflecting the water holding capacity of unsaturated soil than existing methods.
[26]
李旭, 刘阿强, 刘丽, 等. 全吸力范围内土-水特征曲线的快速测定方法[J]. 岩土力学, 2022, 43(2): 299-306.
(LI Xu, LIU A-qiang, LIU Li, et al. A Rapid Method for Determining the Soil-water Characteristic Curves in the Full Suction Range[J]. Rock and Soil Mechanics, 2022, 43(2): 299-306. (in Chinese))
[27]
唐栋, 李典庆, 金浩飞, 等. 国产“双圈”牌滤纸吸力率定曲线研究[J]. 武汉大学学报(工学版), 2016, 49(1):1-8,53.
(TANG Dong, LI Dian-qing, JIN Hao-fei, et al. Research on Calibration Curves of Home-made “Double Circle” Filter Papers[J]. Engineering Journal of Wuhan University, 2016, 49(1):1-8,53. (in Chinese))
[28]
周凤玺, 邵彦平, MUSA Abdallah Ibrahim Ahmed. 土体等向固结曲线的Logistic模型[J]. 岩土工程学报, 2020, 42(5):976-980.
(ZHOU Feng-xi, SHAO Yan-ping, AHMED M A I. Logistic Model for Isotropic Consolidation Curve of Soils[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 976-980. (in Chinese))
[29]
CHEN D X, MENG M X, LUO J W. Experimental Study of the Relationship between Matric Suction and Strength of Unsaturated Residual Clay in Xiamen under Different Drying-Wetting Cycle Paths[J]. Advanced Materials Research, 2013, 838/839/840/841: 680-684.
[30]
MENDONÇA A, MORAIS P V, PIRES A C, et al. A Review on the Importance of Microbial Biopolymers such as Xanthan Gum to Improve Soil Properties[J]. Applied Sciences, 2021, 11(1): 170.
[31]
黄英, 程富阳, 金克盛. 干湿循环下云南非饱和红土土-水特性研究[J]. 水土保持学报, 2018, 32(6):97-106.
(HUANG Ying, CHENG Fu-yang, JIN Ke-sheng. Study on Soil-water Characteristics of Unsaturated Yunnan Laterite under Wet-dry Cycle[J]. Journal of Soil and Water Conservation, 2018, 32(6):97-106. (in Chinese))
[32]
LIU G, TOLL D G, KONG L, et al. Matric Suction and Volume Characteristics of Compacted Clay Soil under Drying and Wetting Cycles[J]. Geotechnical Testing Journal, 2020, 43(2): 464-479.
[33]
吴珺华, 杨松. 滤纸法测定干湿循环下膨胀土基质吸力变化规律[J]. 农业工程学报, 2017, 33(15): 126-132.
(WU Jun-hua, YANG Song. Changes of Matric Suction in Expansive Soil under Drying-wetting Cycles Using Filter Paper Method[J]. Transactions of the Chinese Society of Agricultural Engineering, 2017, 33(15):126-132. (in Chinese))
[34]
纪冰祎, 赵驰鹏, 吴玥, 等. 连续失水-复水中不同粒径保水剂对土壤结构和水分特性的影响[J]. 水土保持学报, 2021, 35(5): 375-383.
(JI Bing-yi, ZHAO Chi-peng, WU Yue, et al. Effects of Super-absorbent Polymers with Different Particle Sizes on Soil Structure and Water Characteristics Following Continuous Wetting and Drying Cycles[J]. Journal of Soil and Water Conservation, 2021, 35(5): 375-383. (in Chinese))
[35]
齐道坤, 潘燕敏, 张亮. 微观结构对膨胀土土-水特征曲线的影响[J]. 长江科学院院报, 2019, 36(4): 145-150.
摘要
为了探究膨胀土吸湿过程土-水特征曲线与微观结构变化的关系,采用渗析法和气相法对南阳原状膨胀土的持水特性进行研究,获得了土样在全吸力(0.01~309 MPa)范围内的土-水特征曲线。利用Van Genuchten模型对试验结果进行拟合;采用扫描电镜试验和压汞试验测定吸湿过程中土样微观结构的变化,从微观的层面对膨胀土土-水特征曲线的趋势进行分析。研究表明:在吸湿过程中,膨胀土的微孔隙和大孔隙体积含量增多,小孔隙体积含量减少;吸湿过程中小孔隙和微孔隙体积含量的动态变化使得膨胀土表现出在土-水特征曲线没有拐点的情况下持续增湿的特性;大孔隙体积含量的变化只影响土-水特征曲线的边界效应段,但是影响较小。
(QI Dao-kun, PAN Yan-min, ZHANG Liang. Influence of Microstructure on Soil-water Characteristic Curve of Undisturbed Expansive Soils[J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(4): 145-150. (in Chinese))
The water retention characteristics of Nanyang undisturbed weak expansive soil were tested using the osmotic technique and the vapor phase technique. The hydrating path of soil-water characteristic curve (SWCC) in the suction ranging from 0.01 to 309 MPa was gained and fitted according to a model proposed by Van Genuchten. Scanning Eelectron Microscope (SEM) and Mercury Intrusion Porosimetry (MIP) tests were conducted to analyse the influence of microstructure modification on SWCC. Results showed that during hydrating process, the volume content of micro-pore and macro-pore increased while that of fine-pore decreased. Changes in micro-pore and fine-pore resulted in the continuous absorption of water by soils with no inflection point on the SWCC. The increase of macro-pore mainly influences the boundary effect segment of SWCC, but such influence is slight.
[36]
SAHA A, SEKHARAN S, MANNA U. Superabsorbent Hydrogel (SAH) as a Soil Amendment for Drought Management: A Review[J]. Soil and Tillage Research, 2020, 204: 104736.

基金

国家自然科学基金项目(42167046)
云南省农业基础研究联合专项(202301BD070001-180)
云南省农业基础研究联合专项(202501BD070001-002)
云南省水利科技项目(2023BG204001)

编辑: 任坤杰
PDF(8025 KB)

Accesses

Citation

Detail

段落导航
相关文章

/