1. 重庆师范大学地理与旅游学院,重庆,401331
2. 三峡库区地表过程与环境遥感重庆市重点实验室,重庆,401331
[ "李颖(1997-), 女, 硕士研究生, 主要从事土壤侵蚀与水土保持研究。E-mail: ly190426@163.com" ]
纸质出版:2022
移动端阅览
李颖, 韦杰, 罗华进, 等. 水分耗散下紫色土埂坎裂隙发育及影响因素[J]. 水土保持学报, 2022,36(1):38-44.
LI Ying, WEI Jie, LUO Huajin, et al. Cracks Development in Purple Soil Bunds Under Water Evaporation and Its Influencing Factors[J]. 2022, 36(1): 38-44.
李颖, 韦杰, 罗华进, 等. 水分耗散下紫色土埂坎裂隙发育及影响因素[J]. 水土保持学报, 2022,36(1):38-44. DOI: 10.13870/j.cnki.stbcxb.2022.01.006.
LI Ying, WEI Jie, LUO Huajin, et al. Cracks Development in Purple Soil Bunds Under Water Evaporation and Its Influencing Factors[J]. 2022, 36(1): 38-44. DOI: 10.13870/j.cnki.stbcxb.2022.01.006.
埂坎裂隙发育危害埂坎稳定性
进而影响埂坎水土保持作用的发挥。为揭示失水过程埂坎裂隙发育规律及其主要影响因素
以紫色土坡耕地埂坎为样地
采用模拟埂坎试验
研究不同初始含水率(25%
30%
35%)、干密度(1.3
1.4
1.5 g/cm3)和加筋量(0.05%
0.15%
0.25%)下裂隙发育过程
通过图像分析方法获取裂隙发育强度和复杂度指标
分析了裂隙发育与(初始)含水率、干密度、加筋量的关系。结果表明: 水分耗散下裂隙开裂可分为起始阶段、迅速扩展和基本稳定3个阶段。不同初始含水率下各试样裂隙开裂强度和形态复杂度均随水分耗散快速增大
直至含水率为12%后趋于稳定。相同初始含水率情况下干密度越小
试样裂隙强度和复杂度越大。加筋量能抑制裂隙的快速发育
与裂隙开裂程度呈反比。相比而言
初始含水率对水分耗散过程中裂隙起始阶段影响较大
但裂隙开裂之后含水率影响更大
其次是干密度和加筋量。研究结果为紫色土区埂坎的设计、建设和管理维护提供参考。
The development of soil cracks endangers the stability of soil bund
further influences soil conservation. In order to reveal the law of crack development and the main influencing factors under water evaporation
a typical purple soil bund on sloping farmland in Beibei district of Chongqing was chosen to sample and test. Different levels of initial water contents (25%
30%
35%)
dry densities (1.3
1.4
1.5 g/cm3) and reinforcements (0.05%
0.15%
0.25%) were defined to model the crack development process of purple soil bunds by using a set of simulated bunds. The crack development intensity
complexity indexes and the relationship between crack development and (initial) water content
dry density
and reinforcement were studied through image analysis. The results showed that the crack development process could be divided into three stages under water evaporation in terms of the initial stage
rapid crack expansion and stabilization. Under different initial water contents
the cracks intensity and complexity of all specimens increased rapidly with the decreasing water evaporation
and then tended to be stable at the water content of 12%. Dry density was an important factor impacting soil shrinkage and swell. Under the same initial water content
the cracks intensity and complexity increased as dry density increasing. The amount of reinforcement of polypropylene fiber was inversely proportional to the degree of cracks development. Comparatively
the initial water content had a great impact on the early stage of crack development in the process of water evaporation
but after the cracks began
the water content became a more important impacting factor
followed by the dry density and reinforcement. These results are expected to provide a basis for the design
construction
maintenance and management of soil bunds in purple soil area.
李进林, 韦杰. 三峡库区坡耕地埂坎类型、结构与利用状况[J]. 水土保持通报, 2017, 37(1): 229-233.
周明涛, 杨森, 秦健坤, 等. 土壤裂隙研究的回顾与展望[J]. 土壤通报, 2017, 48(4): 988-995.
杜长城, 祝艳波, 苗帅升, 等. 初始含水率对三趾马红土失水收缩特性影响[J]. 水土保持研究, 2019, 26(1): 227-233.
许锡昌, 周伟, 陈善雄. 南阳重塑中膨胀土脱湿全过程裂隙开裂特征及影响因素分析[J]. 岩土力学, 2015, 36(9): 2569-2575, 2584.
Julius D, Hans-jörg V, Steffen S. Impactof wetting and drying cycles on soil structuredynamics [J]. Geoderma, 2019, 345: 63-71.
范本贤, 黄英, 孙书君, 等. 云南红土的循环胀缩特性研究[J]. 水土保持学报, 2018, 32(2): 120-127, 133.
王佳妮, 马戌, 张晓明. 干湿循环下崩岗土体裂隙发育对其渗透性能的影响[J]. 水土保持学报, 2021, 35(1): 90-95, 102.
Tang C S, Cheng Q, Leng T, et al. Effects of wetting-drying cycles and desiccation cracks on mechanical behavior of an unsaturated soil [J]. Catena, 2020, 194: e104721.
赵贵刚, 黄英, 张浚枫, 等. 干湿循环作用下云南红土裂缝发展研究[J]. 水土保持学报, 2017, 31(2): 157-165.
杨振北, 胡东旭, 汪时机. 膨胀土胀缩裂隙演化及其扰动规律分析[J]. 农业工程学报, 2019, 35(17): 169-177.
韩春鹏, 田家忆, 张建, 等. 干湿循环下纤维加筋膨胀土裂隙特性分析[J]. 吉林大学学报(工学版), 2019, 49(2): 392-400.
Cheng Q, Tang C S, Zeng H, et al. Effects of microstructure on desiccation crackingof a compacted soil [J]. Engineering Geology, 2020, 265: e105418.
刘观仕, 陈永贵, 曾宪云, 等. 环境湿度与温度对压实膨胀土裂隙发育影响试验研究[J]. 岩土工程学报, 2020, 42(2): 260-268.
Chaduvula U, Viswanadham B V S, Kodikara J. A study on desiccation cracking behavior of polyester fiber-reinforced expansive clay [J]. Applied Clay Science, 2017, 142(SI): 163-172.
中华人民共和国水利部. GB/T 50123-2019土工试验方法标准[S]. 北京: 中国计划出版社, 2019.
曾浩, 唐朝生, 林銮, 等. 土体干缩裂隙发育方向及演化特征的层间摩擦效应研究[J]. 岩土工程学报, 2019, 41(6): 1172-1180.
张展羽, 朱文渊, 朱磊, 等. 根系及盐分含量对农田土壤干缩裂缝发育规律的影响[J]. 农业工程学报, 2014, 30(20): 83-89.
张展羽, 李文杰, 王策, 等. 多级干湿循环对农田土壤干缩裂缝演变特征的影响[J]. 农业机械学报, 2016, 47(12): 172-177, 252.
段赫, 刘目兴, 易军, 等. 干湿交替条件下稻田土壤裂隙开闭规律[J]. 水土保持研究, 2020, 27(2): 371-376.
夏振尧, 张伦, 牛鹏辉, 等. 干密度初始含水率坡度对紫色土崩解特性的影响[J]. 中国水土保持科学, 2017, 15(1): 121-127.
El-Halim A A A. Image processing technique to assess the use of sugarcane pith to mitigate clayeysoil cracks: Laboratory experiment [J]. Soil and Tillage Research, 2017, 169: 138-145.
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