孔元元, 王清, 张学飞, 马冰. 2016: 镇赉县裂隙土孔隙分布特征试验研究. 工程地质学报, 24(s1): 1196-1202. DOI: 10.13544/j.cnki.jeg.2016.s1.174
    引用本文: 孔元元, 王清, 张学飞, 马冰. 2016: 镇赉县裂隙土孔隙分布特征试验研究. 工程地质学报, 24(s1): 1196-1202. DOI: 10.13544/j.cnki.jeg.2016.s1.174
    KONG Yuanyuan, WANG Qing, ZHANG Xuefei, MA Bing. 2016: EXPERIMENT STUDY ON PORE STRUCTURE CHARACTERISTICS OF CRACKED SOIL IN ZHENLAI COUNTY. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1196-1202. DOI: 10.13544/j.cnki.jeg.2016.s1.174
    Citation: KONG Yuanyuan, WANG Qing, ZHANG Xuefei, MA Bing. 2016: EXPERIMENT STUDY ON PORE STRUCTURE CHARACTERISTICS OF CRACKED SOIL IN ZHENLAI COUNTY. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1196-1202. DOI: 10.13544/j.cnki.jeg.2016.s1.174

    镇赉县裂隙土孔隙分布特征试验研究

    EXPERIMENT STUDY ON PORE STRUCTURE CHARACTERISTICS OF CRACKED SOIL IN ZHENLAI COUNTY

    • 摘要: 针对吉林镇赉县盐渍土中水盐迁移问题进行研究时,发现该区土体裂隙发育,当地群众称其为裂隙土,为了更有效地研究盐渍土中水盐的运移问题,本次主要讨论了随着深度的变化,裂隙土中孔隙在沿深度方向上的分布特征,在进行现场调查和原位取样的基础上,切取原状样品进行压汞试验,定量研究其微观孔隙特征;试验结果表明:镇赉裂隙土的微观孔隙分布呈现明显的双峰特征,两峰值位于小孔隙和大孔隙范围内,并且土样的孔隙分形维数较大;土中裂隙体积含量较大,其中0.2m深的土裂隙含量最大为34.9%,裂隙含量随深度增大而呈减小趋势。

       

      Abstract: Aiming at the research of the water and salt transport problem of saline soil in Zhenlai County, Jilin Province, large amount of fractures were found in the soil, which was called cracked soil.In order to study the water-salt transport problem in saline soil effectively, this paper mainly discussed the pore characteristics of the fractured soils with different depth in the vertical direction. Mercury intrusion porosimetry test(MIP test) was done to obtain the micro pore distribution of undisturbed soil samples after field investigation and in-situ sampling. The quantitative analysis result shows that the micro pore distribution of the cracked soil has obvious bimodal distribution characteristics. The two peaks located between small pore and large pore range respectively. And the pore fractal dimension of soil sample is larger the volume content of fractures in the soil is much larger, and the maximum of fracture rate is 34.9% in the soil with 0.2m depth, in addition the fracture rate decreases with the increase of depth.

       

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