河南新乡潞王坟段弱膨胀土膨胀性研究
首发时间:2012-02-15
摘要:河南新乡潞王坟段膨胀土系第三系泥灰岩风化而成,以高岭石粘土矿物为主,具有弱膨胀性,其膨胀变形特性受孔隙结构影响比较大。为了清楚地研究试验段弱膨胀土的膨胀特性,本文从有荷膨胀变形、膨胀应力、循环胀缩变形三个方面进行了研究,得出了不同于以往其它膨胀土的膨胀变形特性:1)当初始干密度比较小时,上覆压力超过膨胀应力,此时试样遇水不发生膨胀变形,反而出现明显的湿陷现象;当压实度大于96%后,即使上覆压力超过膨胀应力,试样遇水后也不发生湿陷现象,膨胀变形随上覆压力增大而趋于一稳定值;2)试验段弱膨胀土的膨胀应力随初始含水率的增加先增大后减小,出现膨胀应力峰值;3)随着循环胀缩级数的增加,弱膨胀土的胀缩特性迅速降低,在循环级数达到4时,其胀缩特性就趋于稳定;以上这三个方面的膨胀特性都充分表明该弱膨胀土的膨胀特性与孔隙结构有着密切的关系。
关键词: 岩土工程 弱膨胀土 膨胀特性 湿陷 膨胀应力 胀缩循环
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The Study on Swelling Characteristic of the Weak Expansive Soil
Abstract:The expansive soil in Luwangfen of Xinxiang in Henan is from the Tertiary marlite weathering, which main clay mineral is kaolinite,and owns weak expansive characteristic which is affected largly by the pore structure. In order to study the expansive characteristic of weak expansive soil in testing section, this article studies importly from the expansion with loads,swelling stress and expansion-contraction cycle,and gets the different conclusions from oher expansive soil:1) when the initial density is smaller and overlying loads are larger than expansive stress, the remolded weak expansive soil doesn't occur expansion,but collapsible phenomenon after immering water; when the initial dry density is more than the compaction degree 96%, even when the overlying loads are larger than expansive stress ,the remolded weak expansive soil dosen't occur collapsible phenomenon , and the swelling deformation tends to a constant value with the overlying loads increasing; 2) The swelling stress of the weak expansive soil in testing section first increases then decreases with the initial water content increasing, and occurs the expansive stress peak;3) With the the expansion-contraction recurring series increasing, the expansion-contraction characteristics of the weak expansive soil decrease rapidly, and the expansion-contraction deformation tends to be stabilized when the cycle progression reaches to 4. The expansive characteristics above these three areas show fully that the swelling characteristics of the weak expansive soil is related closely to the pore structure.
Keywords: geotechniacl enginnering weak expansive soil expansive characteristics collapsible phenomenon swelling stress expansion-contraction cycle
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