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聂庆科, 王英辉, 田鹏程, 梁书奇. 红黏土的击实特性及其击实后的工程性质[J]. 岩土工程学报, 2009, 31(11): 1799-1804.
引用本文: 聂庆科, 王英辉, 田鹏程, 梁书奇. 红黏土的击实特性及其击实后的工程性质[J]. 岩土工程学报, 2009, 31(11): 1799-1804.
NIE Qing-ke, WANG Ying-hui, TIAN Peng-cheng, LIANG Shu-qi. Compaction characteristics of lateritic clay and engineering properties of its compaction specimens[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1799-1804.
Citation: NIE Qing-ke, WANG Ying-hui, TIAN Peng-cheng, LIANG Shu-qi. Compaction characteristics of lateritic clay and engineering properties of its compaction specimens[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1799-1804.

红黏土的击实特性及其击实后的工程性质

Compaction characteristics of lateritic clay and engineering properties of its compaction specimens

  • 摘要: 通过击实试验和击实后土样的压缩和剪切试验研究红黏土的变形和强度特性。研究表明:重塑土的最大干密度比原状土的最大干密度大,而重塑土的最优含水率则比原状土的最优含水率小;随击实功增大,土样的干密度增大,而最优含水率减小;含水率稍高的击实土样的水稳定性要比含水率稍低的击实土样的水稳定性好;当含水率较大时,击实土样的相对固结变形量较大,固结稳定并浸水再固结后,原来含水率较小土样的变形增量反而稍微大些。

     

    Abstract: The deformation and shear strength of lateritic clay are studied by compaction tests and shear tests.The studies show that the maximum dry density of remolded red clay is generally greater than that of undisturbed red clay;however,the optimum moisture content of the former is less than that of the latter.With the increase of compaction energy,the dry density of specimens increases,and the optimum moisture content decreases.When the moisture content increases slightly(compared with the optimum moisture content),the water-sensitivity is better than that of the drier specimens.The compression deformation of compacted specimens with higher moisture content is greater than that of the specimens with lower moisture content;however,due to the inundation of specimens,the deformation of specimens with lower moisture content will be greater than that of the specimens with higher moisture content

     

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