青海地表砂性氯盐渍土溶陷特性试验
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作者单位:

1.兰州交通大学土木工程学院;2.中铁二院工程集团有限责任公司

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中图分类号:

U213.1

基金项目:

中国铁路总公司科技研究开发计划(2015G005-C);国家科技支撑计划资助项目(2014BAG05B05)


Experimental Study on Collapse Characteristics of Sandy Chlorine Saline Soil in Qinghai Province
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1.Lanzhou Jiaotong University,School of Civil Engineering,Gansu;2.China Railway Eryuan Engineering Group COLTD,Sichuan

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    摘要:

    为研究氯盐渍土的溶陷特性及其影响因素,以青海地区铁路沿线砂性氯盐渍土为依托,以初始含水率、氯盐含量、压实度及起始溶陷压力为四个主要影响因素,进行了室内正交试验,探究了以上四个影响因素对溶陷的影响程度,并通过三维曲面散点图对其进行拟合,定量分析了这四种影响因素对氯盐渍土的影响关系,论证了青海地区锡铁山到北霍布迅地区铁路沿线地表土在铁路路基中的适用性。试验结果表明:氯化钠含盐量对溶陷影响最大,初始含水率次之,起始浸水压力和压实度影响最小;得到了地表土溶陷系数随初始含水率、含盐量、压实度、浸水荷载和溶陷系数的Rational Talor关系式;当列车时速不超过250km.h-1时,地表土可用作铁路路基填料;当车速超过300km.h-1时,不可用作高速铁路路基填料。

    Abstract:

    In order to study the characteristics of chlorine saline soil and its influencing factors, the orthogonal test was carried out in laboratory based on the sandy chlorine saline soil along Qinghai Railway with the initial moisture content, chloride content, compaction degree and initial melting pressure as four main influencing factors. And the influence of these four factors on the chlorine saline soil was analyzed quantitatively through the fitting of the three-dimensional surface scatter plot, and the applicability of surface soil and subgrade filling soil along the railway from Xitieshan to North Hobxun in Qinghai area is demonstrated. The experimental results show that the salt content of NaCl has the greatest influence on the melting subsidence, the initial water content is the second, the initial immersion pressure and compactness have the smallest influence. Rational Talor relationship of subsidence coefficient of surface soil with initial water content, salinity, compactness, immersion load and subsidence coefficient was obtained.When the train speed does not exceed 250 km/h, the surface soil can be used as railway roadbed filling. While when the train speed exceeds 300 km/h, it can not be used as high-speed railway roadbed filling.

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引用本文

于天佑,吴亚平,廖 骏,等. 青海地表砂性氯盐渍土溶陷特性试验[J]. 科学技术与工程, 2019, 19(18): 276-281.
YU Tianyou,,LIAO Jun, et al. Experimental Study on Collapse Characteristics of Sandy Chlorine Saline Soil in Qinghai Province[J]. Science Technology and Engineering,2019,19(18):276-281.

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  • 收稿日期:2018-12-06
  • 最后修改日期:2019-02-22
  • 录用日期:2019-03-05
  • 在线发布日期: 2019-07-11
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