岩土力学 ›› 2019, Vol. 40 ›› Issue (11): 4213-4219.doi: 10.16285/j.rsm.2018.1744

• 基础理论与实验研究 • 上一篇    下一篇

偏高岭土协同石灰抑制红黏土收缩的行为与机制

谈云志1,胡焱1,邓永锋2,曹玲1,左清军1,明华军1   

  1. 1. 三峡大学 特殊土土力学研究所,湖北 宜昌 443002;2. 东南大学 岩土工程研究所,江苏 南京 211189
  • 收稿日期:2018-09-19 出版日期:2019-11-11 发布日期:2019-11-12
  • 作者简介:谈云志,男,1979年生,博士,教授,主要从事特殊土土力学方面的研究工作。
  • 基金资助:
    国家自然科学基金项目(No.51579137);湖北省优秀中青年科技创新团队计划项目(No.T201803);中央财政支持地方高校发展专项(2016);三峡大学学位论文培优基金项目资助(No.2019SSPY030)。

Behavior and mechanism of laterite shrinkage inhibition with lime and meta-kaolin mixture

TAN Yun-zhi1, HU Yan1, DENG Yong-feng2, CAO Ling1, ZUO Qing-jun1, MING Hua-jun1   

  1. 1. The Institute of Problematic Soils Mechanics, China Three Gorges University, Yichang, Hubei 443002, China; 2. Institute of Geotechnical Engineering, Southeast University, Nanjing, Jiangsu 211189, China
  • Received:2018-09-19 Online:2019-11-11 Published:2019-11-12
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51579137), the Youth Innovation Team Project of Hubei Province(T201803), the Special Program of Central Financial Ministry for Supporting Local College Development(2016) and the Research Fund for Excellent Dissertation of China Three Gorges University(2019SSPY030)

摘要: 红黏土失水易收缩开裂而诱发工程灾害,为抑制或缓减红黏土的收缩特征,添加4%偏高岭土和5%石灰改善其水敏性。按照最优含水率制备压实试样,养护180 d后抽真空饱和,脱湿到预定含水率,随后开展收缩、无侧限抗压强度、吸力和孔隙分析等试验。结果表明,压实红黏土随着含水率降低,其无侧限抗压强度呈现先增大后减少的变化规律,这是脱湿导致的红黏土衍生微裂隙,进而引起结构性损伤所致。红黏土掺入石灰,尤其是掺入石灰-偏高岭土后,虽然脱湿也会引起强度减小,但接近完全干燥时,其强度又会增大。由此说明,偏高岭土协同石灰可以更加有效地抑制红黏土收缩效应,提高其整体强度。究其原因,是偏高岭土含有大量无定形硅、铝氧化物,且呈现边-面“搭接”的独特结构形态,使其能够快速捕获氢氧化钙溶液中的钙离子,在红黏土团(颗)粒间形成了胶结性水化物。

关键词: 红黏土, 偏高岭土, 收缩, 微裂隙, 吸力

Abstract: The laterite is prone to shrinkage and crack due to dehydration, which may result numerous engineering disasters. Lime (5%) and meta-kaolin (4%) were added into laterite for mitigating their shrinkage behavior through improving moisture sensitivity. The samples were compacted at optimal water content and cured for 180 days. And then, samples were vacuumed and saturated immediately. After that, the saturated samples were dehydrated to predetermined moisture content for conducting a series of tests such as shrinkage, unconfined compressive strength, suction and pore analysis. The results showed that compressive strength of laterite increased at first and then decreased with moisture content reducing, which may be caused by micro-cracks derived ascribing to dehumidification. However, the strength of laterite adding with lime, especially lime and meat-kaolinite mixture, would increase with approaching to dry status, even if which has a slight reduction during drying process. This proved that meta-kaolin and lime were able to inhibit the shrinkage effect of laterite, and increase their overall strength. This may be ascribed to the following reasons, meta-kaolin contains lots of amorphous silicon and aluminum oxides and has an edge-surface contacted structure, both enable meta-kaolin to quickly capture calcium ions in calcium hydroxide solution and form cementation hydrates between grains or particles of laterite.

Key words: laterite, meta-kaolin, shrinkage, microcrack, suction

中图分类号: 

  • TU 446
[1] 郑方, 邵生俊, 佘芳涛, 袁浩, . 重塑黄土在不同基质吸力下的真三轴剪切试验[J]. 岩土力学, 2020, 41(S1): 156-162.
[2] 谈云志, 胡焱, 曹玲, 邓永锋, 明华军, 沈克军, . 偏高岭土协同石灰钝化红黏土水敏性的机制[J]. 岩土力学, 2020, 41(7): 2207-2214.
[3] 谌文武, 贾全全, 童艳梅. 莫高窟壁画地仗土-水特征曲线的测定与拟合[J]. 岩土力学, 2020, 41(5): 1483-1491.
[4] 孙银磊, 汤连生, 刘洁, . 非饱和土微观结构与粒间吸力的研究进展[J]. 岩土力学, 2020, 41(4): 1095-1122.
[5] 谈云志, 柯睿, 陈君廉, 吴军, 邓永锋. 偏高岭土增强石灰-水泥固化淤泥的耐久性研究[J]. 岩土力学, 2020, 41(4): 1146-1152.
[6] 李潇旋, 李涛, 李舰, 张涛. 循环荷载下非饱和结构性黏土的弹塑性双面模型[J]. 岩土力学, 2020, 41(4): 1153-1160.
[7] 方瑾瑾, 冯以鑫, 余永强, 李震, 林志斌, . 真三轴条件下的原状黄土增湿变形特性[J]. 岩土力学, 2020, 41(4): 1235-1246.
[8] DAO Minh-huan, 刘清秉, 黄伟, 项伟, 王臻华, . 膨润土加砂混合物干燥收缩特征及缩裂机制研究[J]. 岩土力学, 2020, 41(3): 789-798.
[9] 王立业, 周凤玺, 秦虎, . 饱和盐渍土分数阶蠕变模型及试验研究[J]. 岩土力学, 2020, 41(2): 543-551.
[10] 李潇旋, 李涛, 彭丽云, . 控制吸力循环荷载下非饱和黏性土 的弹塑性双面模型[J]. 岩土力学, 2020, 41(2): 552-560.
[11] 戴国亮, 朱文波, 郭晶, 龚维明, 赵学亮, . 软黏土中吸力式沉箱基础竖向抗拔承载 特性试验研究[J]. 岩土力学, 2019, 40(S1): 119-126.
[12] 王欢, 陈群, 王红鑫, 张文举, . 不同压实度和基质吸力的粉煤灰三轴试验研究[J]. 岩土力学, 2019, 40(S1): 224-230.
[13] 洪本根, 罗嗣海, 胡世丽, 王观石, 姚康, . 基质吸力对非饱和离子型稀土抗剪强度的影响[J]. 岩土力学, 2019, 40(6): 2303-2310.
[14] 李书兆, 王忠畅, 贾 旭, 贺林林, . 软黏土中张紧式吸力锚循环承载力简化计算方法[J]. 岩土力学, 2019, 40(5): 1704-1712.
[15] 王娟娟, 郝延周, 王铁行. 非饱和压实黄土结构特性试验研究[J]. 岩土力学, 2019, 40(4): 1351-1357.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!