Development of test system for unsaturated soil water movement law considering influence of matrix potential
-
摘要: 借助于国内外先进的吸力探头传感器、水分传感器、相应的采集系统、计算机系统和自加工的有机玻璃土样桶等,研制出国内外首台考虑基质势影响的非饱和土水分运移规律测试装置。其结构简单,设计新颖,实用可靠,操作简单方便,能够将不同初始体积含水率的土样的水分运移变化情况,全面的进行数据化的统计、比较,并能够得出可靠的试验数据,能够定量研究不同基质势土样相互接触(水气混合)或不接触(气态水)时非饱和土中不同基质势对水分运移的影响规律;定量研究不同基质势、不同断面和不同时期非饱和土中水分变化和运移情况;直接、实时量测同一断面非饱和土在不同基质势作用下的非饱和土土水特征曲线,解决了非饱和土土水特征曲线无法直接量测或量测不准确的难题;量测范围广,适合多种非饱和土基质势组合时的量测,对基质势影响下的非饱和土水分运移规律做出数据化的展现,能够作为岩土工程、交通工程、水利工程和农业工程相关研究领域的可靠工具。Abstract: Based on the worldwide advanced suction probe sensor, moisture sensor, corresponding collection system, computer system and self processing organic glass soil barrels, the first test device for moisture migration of unsaturated soil. It is developed considers the effects of matric potential. The system has the advantages of simple structure, novel design, practical and reliable property, simple and convenient operation. It can collect and compare change of water transport of soil samples with different initial volumetric water contents. Reliable experimental data can be obtained. For contact (water and gas mixture) or no contact (water vapor) of soil samples with the influences of different on the matrix potentials matric potentials to moisture migration in unsaturated soils are quantitatively analyzed. Moisture change and migration of different matrix potentials, sections and periods are also quantitatively analyzed. Direct and real-time measurement of unsaturated soil water characteristic curves of the section under different matric potentials solve direct measurement or in accurate problems. Its measuring range is large and suitable for a variety of unsaturated soil matric potential combinations. Under the influence of the matric potential, the data of moisture migration of unsaturated soils is numerically shown. It can be a reliable tool for investigation and detection of geotechnical engineering, traffic engineering, hydraulic engineering and agricultural engineering.
-
Keywords:
- unsaturated soil /
- matric suction /
- water content /
- moisture migration
-
[1] 卢 靖. 非饱和黄土的水分迁移试验验证[D]. 西安: 西安建筑科技大学, 2006. (LU Jing. Research on the experimentation of moisture movement in unsaturated loess soils[D]. Xi'an: Xi'an University of Architecture and Technology, 2006. (in Chinese)) [2] 陈 辉, 韦昌富, 陈芳芳, 等. 非饱和土土-水特征曲线预估方法研究[J]. 岩土力学, 2013, 34(1): 128-123. (CHEN Hui, WEN Chang-fu, CHEN Fang-fang. Research on prediction method of soil-water characteristic curve of unsaturated soils[J]. Rock and Soil Mechanics, 2013, 34(1): 128-123. (in Chinese)). [3] 宁英成. 非饱和土土水特性曲线与渗透系数试验研究[D]. 大连: 大连理工大学, 2014. (NING Ying-cheng. Experimental study on the soil-water characteristic curve and permeability coefficient of unsaturated soil[D]. DaLian: DaLian University of Technology Dissertation, 2014. (in Chinese)) [4] 李 萍, 李同录, 王阿丹, 等. 黄土中水分迁移规律现场试验研究[J]. 岩土力学, 2013, 34(5): 1331-1340. (LI Ping, LI Tong-lu, WANG A-dan. Insitu test research on regularities of water migration in loess[J]. Rock and Soil Mechanics, 2013, 34(5): 1331-1340. (in Chinese)) [5] 刘新荣, 张 梁, 余 瑜, 等. 降雨条件下酉阳大涵边坡滑动机制研究[J]. 岩土力学, 2013, 34(10): 2898-2905. (LIU Xin-rong, ZHANG Liang, YU Yu. Research on sliding mechanism of Dahan slope in Youyang County under rainfall condition[J]. Rock and Soil Mechanics, 2013, 34(10): 2898-2905. (in Chinese)) [6] 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): 3365-3373. (CHEN Ren-peng, WU Jin, QI Shuai, et al. A method for measuring hydraulic parameters of coarse-grained soils for high-speed railway subgrade[J]. Rock and Soil Mechanics, 2015, 36(12): 3365-3373. (in Chinese)) -
期刊类型引用(7)
1. 王识,聂文峰,孙希望,李能. 双层土质边坡稳定性评价的解析上限法. 科技通报. 2023(01): 67-73 . 百度学术
2. 王亚辉. 深厚冲积地层护滩堤原型观测技术. 汕头大学学报(自然科学版). 2023(01): 13-22 . 百度学术
3. 张博. 软弱路基段路堤填筑速率的控制措施分析. 交通世界. 2023(36): 106-108 . 百度学术
4. 朱学亮,邵生俊,沈晓钧,邵帅,刘小康. 裂隙黄土边坡三维稳定性极限分析. 岩土力学. 2022(10): 2735-2743+2756 . 百度学术
5. 王迪,王宏权,王晓飞,徐惠民,张飞. 基于极限分析上限法双层土坡稳定性分析. 水利与建筑工程学报. 2020(04): 209-214 . 百度学术
6. 贾恺,杨光华,汤连生,李泽源. 软土地基堤围稳定性计算方法. 工程科学学报. 2019(05): 573-581 . 百度学术
7. 张惠敏,雷国辉,刘芳雪,张飞. 均质软土地基上土堤稳定性的极限分析方法. 岩土工程学报. 2019(S2): 21-24 . 本站查看
其他类型引用(4)