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不同纳米黏土改良黄土试验结果对比分析
作者:
作者单位:

(1.长安大学 公路学院 ,陕西 西安 710064 ;2.西安长大公路工程检测中心有限公司 ,陕西 西安 710064 ;3.信电综合勘察设计研究院有限公司 ,陕西 西安 710054 ;4.陕西省土体工程技术研究中心 ,陕西 西安 710054 ;5.陕西交建公路工程试验检测有限公司 ,陕西 西安 710117 )

作者简介:

赵丹妮,女,硕士研究生.E-mail:2020221188@chd.edu.cn

通讯作者:

许江波,男,博士,副教授,博士生导师.E-mail:xujiangbo@yeah.net.

中图分类号:

U414

基金项目:

国家自然科学基金资助项目(编号:11972374,41790443)


Comparative Analysis of Test Results of Different Nano‑Clay Improved Loess
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Affiliation:

(1.School of Highway , Chang'an University , Xi'an , Shaanxi 710064 , China ; 2. Xi'an Changda Highway Engineering Inspection Center Co ., Ltd., Xi'an , Shaanxi 710064 , China ; 3.China DK Comprehensive Investigate and Design Research Institute Co ., Ltd., Xi'an , Shaanxi 710054 , China ; 4.Soil Engineering Technology Research Center of Shaanxi , Xi'an , Shaanxi 710054 , China ; 5.Shaanxi Provincial Communication Construction Testing & Measuring Co ., Ltd., Xi'an , Shaanxi 710117 , China )

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    摘要:

    应用正交法设计试验,定量地分析了改良黄土抗压强度、抗剪强度指标以及渗透系数的影响因素和影响大小,得到了改良黄土的最优掺量。另外,通过扫描电镜试验探究纳米黏土材料对黄土的改良机理。研究表明:① 影响改良黄土抗压强度因素有纳米黏土掺量、含水率和养护龄期,影响黏聚力、内摩擦角、渗透系数的因素有掺量、干密度、围压;② 在不同影响因素下,纳米蒙脱土比凹凸棒土更能有效提高黄土的抗压强度;③ 当材料掺量小于等于 1%时,凹凸棒土改良黄土的抗剪强度指标总体高于纳米蒙脱土抗剪强度指标,渗透系数则相反,而当掺量大于等于 2%时,则相反;④ 当凹凸棒土材料掺加量为 1%、纳米蒙脱土材料掺量为 2%时,改良黄土表面最为致密,孔隙最少。

    Abstract:

    The orthogonal design t est was used to quantitatively analyze the influencing factors and influence degree of compressive strength,shear strength index,and permeability coefficient of improved loess,and the optimal content of improved loess was obtained.In addition,the improvement mechanism of nano-clay materials on loess was explored by scanning electron microscopy.The results show that:① The factors affecting the compressive strength of improved loess are the content of nano-clay,water content,and curing age,and the factors affecting cohesion,internal friction angle,and permeability coefficient are the content,dry density,and confining pressure.② Under different influencing factors,nano-montmorillonite can effectively improve the compressive strength of loess than attapulgite.③ When the material content is less than or equal to 1%,the shear strength index of improved loess by attapulgite is generally higher than that by nano-montmorillonite,and the permeability coefficient is opposite.However,when the material content is greater than or equal to 2%,the situation is different.④ When the attapulgite content is 1%,and the nano-montmorillonite content is 2%,the surface of the improved loess is the densest,and the porosity is the smallest.

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引用本文

赵丹妮,曹宝花,许江波,等.不同纳米黏土改良黄土试验结果对比分析[J].中外公路,2024,44(1):55-65.
ZHAO Danni, CAO Baohua, XU Jiangbo, et al. Comparative Analysis of Test Results of Different Nano‑Clay Improved Loess[J]. Journal of China and Foreign Highway,2024,44(1):55-65.

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  • 收稿日期:2022-09-28
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  • 在线发布日期: 2024-03-18
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