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冻融作用下二灰黄土强度特性

张志权 胡志平 赵洁

张志权, 胡志平, 赵洁. 冻融作用下二灰黄土强度特性[J]. 交通运输工程学报, 2011, 11(6): 24-30. doi: 10.19818/j.cnki.1671-1637.2011.06.004
引用本文: 张志权, 胡志平, 赵洁. 冻融作用下二灰黄土强度特性[J]. 交通运输工程学报, 2011, 11(6): 24-30. doi: 10.19818/j.cnki.1671-1637.2011.06.004
ZHANG Zhi-quan, HU Zhi-ping, ZHAO Jie. Strength properties of lime-fly ash loess under freezing-thawing cycles[J]. Journal of Traffic and Transportation Engineering, 2011, 11(6): 24-30. doi: 10.19818/j.cnki.1671-1637.2011.06.004
Citation: ZHANG Zhi-quan, HU Zhi-ping, ZHAO Jie. Strength properties of lime-fly ash loess under freezing-thawing cycles[J]. Journal of Traffic and Transportation Engineering, 2011, 11(6): 24-30. doi: 10.19818/j.cnki.1671-1637.2011.06.004

冻融作用下二灰黄土强度特性

doi: 10.19818/j.cnki.1671-1637.2011.06.004
基金项目: 

国家自然科学基金项目 41072221

中央高校基本科研业务费专项资金项目 CHD2009JC084

详细信息
    作者简介:

    张志权(1973-), 男, 陕西岐山人, 长安大学高级工程师, 从事岩土工程研究

  • 中图分类号: U416.1

Strength properties of lime-fly ash loess under freezing-thawing cycles

More Information
    Author Bio:

    ZHANG Zhi-quan (1973-), male, senior engineer, +86-29-82337233, zzqca@163.com

  • 摘要: 进行了二灰黄土饱水强度试验、不同龄期二灰黄土在6次冻融循环作用下的强度试验和不同龄期二灰黄土在1次冻融循环后的强度增长试验, 分析了二灰黄土的强度特性。分析结果表明: 二灰黄土强度随龄期增长而缓慢增大, 长龄期二灰黄土饱水强度仅降低2.4%;低龄期二灰黄土经过1~6次冻融循环后, 强度平均降低19.0%, 长龄期二灰黄土强度基本不变, 只降低了2.4%;低龄期二灰黄土经历6次冻融循环后, 饱水强度平均降低47.9%, 4次冻融循环平均降低41.9%, 长龄期二灰黄土经历6次冻融循环后, 饱水强度平均降低14.6%, 4次冻融循环平均降低7.5%;3、7、14、28d龄期的二灰黄土经历1次冻融循环再养护至90d, 长龄期强度只下降了4.0%;长龄期二灰黄土已经初步完成60%的强度增长, 具良好的水稳定性和较好的冻融稳定性, 可以在冻土地区作为路基的底基层。

     

  • 图  1  试验原理

    Figure  1.  Test theory

    图  2  二灰黄土强度曲线

    Figure  2.  Strength curves of lime-fly ash loesses

    图  3  二灰黄土饱水强度降低率

    Figure  3.  Strength decrease rates of water-saturated lime-fly ash loess

    图  4  经历不同冻融循环后3d龄期二灰黄土的强度

    Figure  4.  Strengths of 3dlime-fly ash loesses after different freezing-thawing cycles

    图  5  经历不同冻融循环后7d龄期二灰黄土的强度

    Figure  5.  Strengths of 7dlime-fly ash loesses after different freezing-thawing cycles

    图  6  经历不同冻融循环后14 d龄期二灰黄土的强度

    Figure  6.  Strengths of 14 d lime-fly ash loesses after different freezing-thawing cycles

    图  7  经历不同冻融循环后28 d龄期二灰黄土的强度

    Figure  7.  Strengths of 28 d lime-fly ash loesses after different freezing-thawing cycles

    图  8  经历不同冻融循环后90 d龄期二灰黄土的强度

    Figure  8.  Strengths of 90 d lime-fly ash loesses after different freezing-thawing cycles

    图  9  经历不同冻融循环后二灰黄土强度降低率

    Figure  9.  Strength decrease rates of lime-fly ash loesses after different freezing-thawing cycles

    图  10  经历6次冻融循环后二灰黄土强度平均降低率

    Figure  10.  Average strength decrease rates of lime-fly ash loesses after 6 freezing-thawing cycles

    图  11  经历不同冻融循环后二灰黄土饱水强度降低率

    Figure  11.  Strength decrease rates of water-saturated lime-fly ash loesses after different freezing-thawing cycles

    图  12  经历不同冻融循环后二灰黄土饱水强度降低率

    Figure  12.  Average strength decrease rates of water-saturated lime-fly ash loesses after different freezing-thawing cycles

    图  13  经历1次冻融循环后二灰黄土90 d强度

    Figure  13.  90 d strength of lime-fly ash loess after 1 freezing-thawing cycle

    图  14  经历1次冻融循环后二灰黄土强度降低率

    Figure  14.  Strength decrease rate of lime-fly ash loess after 1 freezing-thawing cycle

    表  1  土样的物理性质

    Table  1.   Physical properties of soil

    下载: 导出CSV

    表  2  粉煤灰的物理性质

    Table  2.   Physical properties of fly ash

    下载: 导出CSV

    表  3  试件

    Table  3.   Specimens

    下载: 导出CSV
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  • 收稿日期:  2011-07-19
  • 刊出日期:  2011-12-25

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