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首页> 外文期刊>Soil mechanics and foundation engineering >AN ASSESSMENT OF THE OSMOTIC PRESSURE EFFECT ON THE CREEP PROPERTIES OF SILTY MUDSTONE
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AN ASSESSMENT OF THE OSMOTIC PRESSURE EFFECT ON THE CREEP PROPERTIES OF SILTY MUDSTONE

机译:渗透压对粉质淤泥蠕变特性的影响评估

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摘要

The existence of water and osmotic pressure significantly aggravates the rheological behavior of rocks, which greatly affects the long-term stability of rock mass. The triaxial rheological deformation of mudstone under different osmotic pressures was discussed, and a new viscoelastic-plastic rheological constitutive model was proposed. The research shows that the existence of osmotic pressure shortens the time required for the mudstone to reach steady-state creep, reduces the failure-level stress, and makes creep failure occur faster.
机译:水和渗透压的存在显着加重了岩石的流变性,极大地影响了岩体的长期稳定性。讨论了在不同渗透压下泥岩的三轴流变变形,并提出了一种新的粘弹塑性流变本构模型。研究表明,渗透压的存在缩短了泥岩达到稳态蠕变所需的时间,减小了破坏水平的应力,并使蠕变破坏更快地发生。

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  • 来源
    《Soil mechanics and foundation engineering 》 |2019年第5期| 314-320| 共7页
  • 作者

    Ma Chong; Zhang Tao; Yao Wenmin;

  • 作者单位

    China Univ Geosci Wuhan Hubei Peoples R China;

    China Univ Geosci Wuhan Hubei Peoples R China|Southeast Univ Inst Geotech Engn Nanjing Jiangsu Peoples R China;

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  • 正文语种 eng
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