杨成松, 何平, 程国栋, 邴慧. 含盐冻结粉质粘土单轴抗压强度试验研究[J]. 工程力学, 2006, 23(1): 144-148.
引用本文: 杨成松, 何平, 程国栋, 邴慧. 含盐冻结粉质粘土单轴抗压强度试验研究[J]. 工程力学, 2006, 23(1): 144-148.
YANG Cheng-song, HE Ping, CHENG Guo-dong, BING Hui. UNIAXIAL COMPRESSIVE STRENGTH OF FROZEN SALINE SILTY CLAY[J]. Engineering Mechanics, 2006, 23(1): 144-148.
Citation: YANG Cheng-song, HE Ping, CHENG Guo-dong, BING Hui. UNIAXIAL COMPRESSIVE STRENGTH OF FROZEN SALINE SILTY CLAY[J]. Engineering Mechanics, 2006, 23(1): 144-148.

含盐冻结粉质粘土单轴抗压强度试验研究

UNIAXIAL COMPRESSIVE STRENGTH OF FROZEN SALINE SILTY CLAY

  • 摘要: 通过对饱和含盐冻结粉质粘土单轴抗压强度试验,得到了试验条件下土体的单轴抗压强度与含盐量、负温的关系;讨论了应变速率一定,温度和含盐量变化时,含盐冻结粉质粘土的屈服应力和抗压强度间的关系;提出了相对温度这一新概念,并给出抗压强度与相对温度间的线性关系。相对温度的引入建立了盐渍土和非盐渍土力学性质的关系,从而可以用非盐渍土力学性质预测盐渍土的力学性质。

     

    Abstract: A series of uniaxial compressive strength tests were conducted on frozen saline silty clay.The test results show that: within the test range condition,the compressive strength decreases linearly with increasing salt content and descending test negative temperature.For a certain strain rate,the yielding strength is closely related to the compressive strength with the variation of temperature and salinity.The concept of relative temperature is proposed,and a linear relationship between the relative temperature and the compressive strength at different test temperature and salinity is presented.The relative temperature can be used to link the mechanical properties of non-saline soil with those of saline soil.

     

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