砂井载荷浸水试验在深层黄土湿陷性评价中的应用

潘登丽, 胡向阳, 赵成, 严耿升, 邵生俊. 砂井载荷浸水试验在深层黄土湿陷性评价中的应用[J]. 水文地质工程地质, 2023, 50(2): 122-131. doi: 10.16030/j.cnki.issn.1000-3665.202206006
引用本文: 潘登丽, 胡向阳, 赵成, 严耿升, 邵生俊. 砂井载荷浸水试验在深层黄土湿陷性评价中的应用[J]. 水文地质工程地质, 2023, 50(2): 122-131. doi: 10.16030/j.cnki.issn.1000-3665.202206006
PAN Dengli, HU Xiangyang, ZHAO Cheng, YAN Gengsheng, SHAO Shengjun. Application of sand-well load immersion test to deep loess collapsibility evaluation[J]. Hydrogeology & Engineering Geology, 2023, 50(2): 122-131. doi: 10.16030/j.cnki.issn.1000-3665.202206006
Citation: PAN Dengli, HU Xiangyang, ZHAO Cheng, YAN Gengsheng, SHAO Shengjun. Application of sand-well load immersion test to deep loess collapsibility evaluation[J]. Hydrogeology & Engineering Geology, 2023, 50(2): 122-131. doi: 10.16030/j.cnki.issn.1000-3665.202206006

砂井载荷浸水试验在深层黄土湿陷性评价中的应用

详细信息
    作者简介: 潘登丽(1993-),女,硕士,工程师,主要从事岩土工程勘察方面的工作。E-mail:pandengli@nwh.cn
    通讯作者: 胡向阳(1971-),男,硕士,正高级工程师,主要从事岩土工程勘察方面的工作。E-mail:0309@nwh.cn
  • 中图分类号: TU475+.3

Application of sand-well load immersion test to deep loess collapsibility evaluation

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  • 针对深层湿陷性黄土自重湿陷量室内试验结果不准确、测试黄土地基湿陷量的原位试验方法少等不足,基于已有的砂井浸水试验,提出了新的现场试验方法——砂井载荷浸水试验方法。其核心是井底地层在试验压力作用下沉降稳定后,利用井中砂砾石的强透水性,将水直接导入井底湿陷性黄土地层及砂井周围土体,使其快速浸水饱和,以此来测定砂井井底地层的湿陷量和砂井周围黄土的自重湿陷量。通过2组砂井载荷浸水试验,测试了不同压力和浸水条件下不同深度地层的湿陷变形,对比分析了砂井载荷浸水试验和临近场地大型试坑浸水试验,结果表明砂井载荷浸水试验的判定结果与试坑浸水试验一致,说明砂井载荷浸水试验是可行的。砂井载荷浸水试验具有周期短、费用低、场地条件要求低、用水量小等优点,适用于深层黄土湿陷性的研究,对黄土地区(尤其是深层黄土)工程的湿陷性评价有一定的参考意义。

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  • 图 1  1号砂井监测点布置图(单位:m)

    Figure 1. 

    图 2  2号砂井监测点布置图(单位: m)

    Figure 2. 

    图 3  砂井试验现场

    Figure 3. 

    图 4  砂井试验全过程流程图

    Figure 4. 

    图 5  水分计随时间变化关系曲线

    Figure 5. 

    图 6  中心标点的累计变形及单日变形随时间变化曲线

    Figure 6. 

    图 7  浅标点累计变形随时间变化曲线

    Figure 7. 

    图 8  深标点累计变形随时间变化曲线

    Figure 8. 

    图 9  室内试验结果

    Figure 9. 

    表 1  试验场地地层

    Table 1.  Lithology of the test site

    地层深度/m土壤类型
    0~1.0填土
    1.0~9.5黄土
    9.5~12.6古土壤
    12.6~22.8黄土
    22.8~25.0古土壤
    下载: 导出CSV

    表 2  砂井试验整体方案布置

    Table 2.  Overall scheme of sand-well tests

    试验
    名称
    砂井编号深度/m底面
    位置
    试验压力/kPa
    砂井载荷
    浸水试验
    1号5190
    2号15380
    下载: 导出CSV

    表 3  2个场地不同湿陷性评价方法对比

    Table 3.  Comparison of different evaluation methods for two sites

    评价方法常宁基地西安财经学院新校区[2]
    室内试验砂井试验室内试验试坑浸水试验
    自重湿陷量/mm−2554−2169
    湿陷量/mm−247−28−140−140
    场地湿陷类型自重非自重自重非自重
    地基湿陷等级Ⅱ(中等)Ⅰ(轻微)Ⅱ(中等)Ⅰ(轻微)
      注:表中数值为变形量,负值表示湿陷,正值表示抬升。
    下载: 导出CSV
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出版历程
收稿日期:  2022-06-07
修回日期:  2022-11-01
录用日期:  2022-11-14
刊出日期:  2023-03-15

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