文章摘要
李吴刚,李想,杨钢,孙秀丽,刘文化,邵伯.基于相对结构度的水泥固化压实土力学与变形特性研究[J].,2024,64(1):64-73
基于相对结构度的水泥固化压实土力学与变形特性研究
Study of mechanical and deformation characteristics of cement-solidified compacted soil based on relative structure degree
  
DOI:10.7511/dllgxb202401008
中文关键词: 结构性土  水泥固化压实土  压缩曲线  应力应变与体应变曲线  衰变规律  相对结构度
英文关键词: structural soil  cement-solidified compacted soil  compression curve  stress-strain and volumetric strain curve  decay law  relative structure degree
基金项目:国家自然科学基金资助项目(52009049).
作者单位
李吴刚,李想,杨钢,孙秀丽,刘文化,邵伯  
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中文摘要:
      由于胶结作用和孔隙结构的影响,结构性土的力学与变形特性显著区别于重塑土.为了解结构性土的特性,采用人工制备水泥固化压实土,并通过固结试验和固结排水剪切试验对其相对结构度及其衰变规律展开研究.详细分析了胶结作用和初始孔隙比对水泥固化压实土压缩特性与剪切特性的影响,并根据压缩试验结果建立了适用于水泥固化压实土的相对结构度发展式,最后采用所提出的相对结构度发展式对水泥固化压实土的剪切特性进行分析.研究结果表明,相对结构度的衰变速率随着水泥掺量的增大而减小,但初始孔隙比并不影响水泥固化压实土变形过程中相对结构度随塑性体应变的衰变速率;水泥固化压实土的峰值应力与相对结构度有关,并随着相对结构度的降低而减小.
英文摘要:
      The mechanical and deformation characteristics of structural soil are significantly different from those of remolded soil, which is mainly reflected in cementation and pore structure. To understand the characteristics of structural soil, the relative structure degree and its decay law are studied by the consolidation test and the consolidation drainage shear test through artificially manufactured cement-solidified compacted soil. The influences of cementation and initial porosity ratio on the compression and shear properties of the cement-solidified compacted soil are analyzed in detail. According to the results of the compression test, the relative structure degree development formula suitable for the cement-solidified compacted soil is proposed. Finally, the proposed relative structure degree development formula is used to analyze the shear properties of the cement-solidified compacted soil. The results show that the decay rate of the relative structure degree decreases with the increase of cement content, but the initial porosity ratio does not affect the decay rate of the relative structure degree with plastic bulk strain during the deformation of the cement-solidified compacted soil. The peak stress of the cement-solidified compacted soil is related to the relative structure degree and decreases with the decrease of the relative structure degree.
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