岩土力学 ›› 2023, Vol. 44 ›› Issue (S1): 504-512.doi: 10.16285/j.rsm.2022.0749

• 基础理论与实验研究 • 上一篇    下一篇

盐分影响重塑黄土渗透性的微观机制试验研究

李品良1,许强1,刘佳良1,何攀1, 2,纪续1,陈婉琳1,彭大雷1   

  1. 1. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室,四川 成都 610059; 2. 四川省地质工程勘察院集团有限公司,四川 成都 610059
  • 收稿日期:2022-05-19 接受日期:2022-09-22 出版日期:2023-11-16 发布日期:2023-11-19
  • 通讯作者: 许强,男,1968年生,博士,教授,博士生导师,主要从事地质灾害预测评价及防治处理方面的教学与研究工作。E-mail: xq@cdut.edu.cn E-mail:153791498@qq.com
  • 作者简介:李品良,男,1997年生,博士研究生,主要从事地质灾害预测与评价方面的研究。
  • 基金资助:
    国家自然科学基金(No. 41790445,No. 42007275)。

Experimental study on the micromechanism of salt influence on the permeability of remolded loess

LI Pin-liang1, XU Qiang1, LIU Jia-liang1, HE Pan1, 2, JI Xu1, CHEN Wan-lin1, PENG Da-lei1   

  1. 1. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, China; 2. Sichuan Geological Engineering Survey Group Co., Ltd., Chengdu, Sichuan 610059, China
  • Received:2022-05-19 Accepted:2022-09-22 Online:2023-11-16 Published:2023-11-19
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41790445, 42007275).

摘要: “治沟造地”修建水库,导致土地盐渍化,而盐渍土的渗透性是影响工程设计、施工安全的重要因素,因此阐明不同盐分含量及类型条件下的重塑黄土渗透性至关重要。通过制备不同盐分含量的钠、钙盐重塑黄土试样,开展一系列室内变水头饱和渗透试验,探析重塑黄土渗透系数随盐分含量的变化规律。结果表明:随盐分含量增加,重塑黄土饱和渗透系数逐渐减小,两者呈负指数相关,含盐重塑黄土渗透系数与不含盐重塑黄土相比均有不同程度减小;同一盐分含量条件下,钙盐黄土的渗透系数小于钠盐黄土的渗透系数。采用核磁共振(nuclear magnetic resonance,NMR)技术,测取重塑黄土的孔隙水赋存状态与孔隙结构随盐分含量与类型的变化;当盐分含量小于2%时,随盐分含量增加,孔隙水赋存状态与孔隙结构的变化使重塑黄土渗透系数迅速减小;当盐分含量大于2%时,随盐分含量增加,孔隙水赋存状态变化使重塑黄土渗透性增加,而孔隙结构变化使重塑黄土渗透性减小且对渗透性的影响占主导,因此重塑黄土的渗透系数缓慢减小;同一盐分含量条件下,钙盐重塑黄土的孔隙水赋存状态和孔隙结构的变化比钠盐重塑黄土更显著。

关键词: 重塑黄土, 盐分, 渗透系数, 核磁共振, 孔隙水, 孔隙结构

Abstract: The construction of reservoirs by "gully land consolidation" leads to soil salinization, and the permeability of saline soil is an important factor affecting engineering design and construction safety. Therefore, it is important to clarify the remolded loess permeability under different salt content and type conditions. In this study, a series of indoor variable head permeability tests was carried out to investigate the variation of permeability coefficient of remolded loess with salt content by preparing sodium and calcium salt remolded loess specimens with different salt contents. The results indicated that with the increase of salt content, the saturation permeability coefficient of remolded loess gradually decreases, and the two are negatively correlated. Moreover, the permeability coefficient of salt-containing remolded loess decreased to varying degrees compared with that of remolded loess without salt. Under the same salt content, the permeability coefficient of calcium-salt loess was smaller than that of sodium-salt loess. The variation of pore water fugacity and pore structure with salt content and type within the specimen was tested using nuclear magnetic resonance (NMR) techniques. When the salt content was below 2%, the permeability of remolded loess decreased rapidly with the increase of salt content, due to the changes in pore water occurrence state and pore structure. However, when the salt content exceeded 2%, the permeability of the remolded loess increased with the change of pore water occurrence state, while the permeability of the remolded loess decreased with the change of pore structure, and the change of pore structure had a dominant influence on the permeability, thus the permeability coefficient of the remolded loess decreased slowly. Furthermore, under identical salt content, the changes in the pore water occurrence status and pore structure of the calcium salt remolded loess were more significant than those in the sodium salt remolded loess.

Key words: remolded loess, salinity, permeability coefficient, nuclear magnetic resonance, pore water, pore structure

中图分类号: 

  • TU 444
[1] 吴广水, 田慧会, 郝丰富, 王书齐, 杨文洲, 祝婷梅, . 基于核磁共振T2时间分布快速预测不同干密度土体的渗透系数[J]. 岩土力学, 2023, 44(S1): 513-520.
[2] 李尧, 李嘉评. 复杂初始应力状态下松砂多向循环单剪特性[J]. 岩土力学, 2023, 44(9): 2555-2565.
[3] 傅翔, 黄平, 谢强, 班宇鑫, 苏焓. 不同高孔隙水压砂岩三轴压缩力学特性及多向破裂机制[J]. 岩土力学, 2023, 44(9): 2611-2618.
[4] 王晓磊, 刘理腾, 刘润, 刘历波, 董林, 任海. 地震历史对各深度土体抗液化性影响的振动台试验研究[J]. 岩土力学, 2023, 44(9): 2657-2666.
[5] 蔚立元, 杨瀚清, 王晓琳, 刘日成, 王蓥森. 循环剪切作用下三维粗糙裂隙非线性渗流特性数值模拟研究[J]. 岩土力学, 2023, 44(9): 2757-2766.
[6] 简涛, 孔令伟, 柏巍, 舒荣军, . 基于耗散能量的饱和黄土动孔压模型[J]. 岩土力学, 2023, 44(8): 2238-2248.
[7] 赵津桥, 丁选明, 刘汉龙, 欧强, 蒋春勇, . 珊瑚砂振冲密实加固响应室内模型试验研究[J]. 岩土力学, 2023, 44(8): 2327-2336.
[8] 张宇, 何想, 路桦铭, 马国梁, 刘汉龙, 肖杨, . 微生物-膨润土联合矿化防渗模型试验研究[J]. 岩土力学, 2023, 44(8): 2337-2349.
[9] 赵艳, 杨柳, 奚茹茹, 耿振坤, 张谦, 马雄德, . 基于核磁共振和磁共振成像的低渗透岩芯CO2-H2O两相驱替特征研究[J]. 岩土力学, 2023, 44(6): 1636-1644.
[10] 杨奇, 王晓雅, 聂如松, 陈琛, 陈缘正, 徐方, . 间歇循环荷载作用下饱和砂土累积塑性变形及孔压特性研究[J]. 岩土力学, 2023, 44(6): 1671-1683.
[11] 赵瑜, 杨圳华, 王超林, 毕靖. 二次加载盐岩损伤自愈合与应变硬化试验研究[J]. 岩土力学, 2023, 44(5): 1457-1466.
[12] 郭景琢, 郑刚, 赵林嵩, 潘军, 张宗俊, 周强, 程雪松, . 多排孔注浆引起土体变形与孔压规律试验研究[J]. 岩土力学, 2023, 44(3): 896-907.
[13] 陈平山, 吕卫清, 梁小丛, 周红星, 王婧, 马佳钧, . 含细粒珊瑚土抗液化特性试验研究[J]. 岩土力学, 2023, 44(2): 337-344.
[14] 何文, 陈豪, 郑场松, 卢博凯, 王慢慢, . 尾矿渗透破坏及其导波监测试验研究[J]. 岩土力学, 2023, 44(2): 415-424.
[15] 文少杰, 郑文杰, 胡文乐, . 铅污染对黄土宏观持水性能和微观结构演化的影响研究[J]. 岩土力学, 2023, 44(2): 451-460.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 谭贤君,陈卫忠,杨建平,杨春和. 盐岩储气库温度-渗流-应力-损伤耦合模型研究[J]. , 2009, 30(12): 3633 -3641 .
[2] 魏 星,王 刚,余志灵. 交通荷载下软土地基长期沉降的有限元法[J]. , 2010, 31(6): 2011 -2015 .
[3] 毛 宁,张尧亮. 经验公式简便求法典型实例[J]. , 2010, 31(9): 2978 -2982 .
[4] 余天堂. 模拟三维裂纹问题的扩展有限元法[J]. , 2010, 31(10): 3280 -3285 .
[5] 韩现民. 西格二线关角隧道浅埋砂层段施工技术及力学效应研究[J]. , 2010, 31(S2): 297 -302 .
[6] 蒋臻蔚,彭建兵,王启耀. 西安市地铁3号线不良地质问题及对策研究[J]. , 2010, 31(S2): 317 -321 .
[7] 李兴高,刘维宁. 挡土结构上水-土压力分算的进一步探讨[J]. , 2009, 30(2): 419 -424 .
[8] 孙长帅,杨海巍,徐光黎. 岩石锚杆基础抗拔承载力计算方法探究[J]. , 2009, 30(S1): 75 -78 .
[9] 杨迎晓,龚晓南,范 川,金兴平,陈 华. 钱塘江冲海积非饱和粉土剪胀性三轴试验研究[J]. , 2011, 32(S1): 38 -42 .
[10] 蔡 枫,郑永来. 土钉墙数值模拟在干船坞坞墙中应用探讨[J]. , 2009, 30(S2): 560 -564 .