上海人工冻结软黏土抗压抗拉强度试验研究
Tensile and compressive strength tests on artifical frozen soft clay in Shanghai
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摘要: 对3种典型的上海饱和冻结软黏土进行单轴无侧限抗压强度试验,通过对试验数据的分析,得出饱和冻结软黏土的单轴抗压强度受温度、应变速率、含水率及干密度等因素的影响规律:①抗压强度随应变速率的增加以幂函数的形式增大;②抗压强度随温度的降低线性增加;③在相同的应变速率及温度条件下,含水率越大,冻结软黏土的抗压强度越大;干密度越大,抗压强度越小。并得出抗压强度与温度、应变速率关系的幂函数模型参数。通过恒温下冻土间接拉伸试验,分析了保持轴压的大小及加载速率的大小对抗拉强度的影响,得出试样所受轴压和围压对抗拉强度起到一个弱化作用的结论,并分析了原因。对抗拉强度与加载速率进行线性回归,得出了模型参数。通过分析图表得出了抗拉强度随加载速率增加而增加,轴压保持越高抗拉强度增长速率越小的结论。Abstract: Uniaxial compressive strength tests are conducted on three kinds of typical saturated frozen soft clay in Shanghai.Several rules are concluded: ① The compressive strength exponentially increases with the increase of strain rates.② The compressive strength linearly increases as with the decrease of temperature.③ The compressive strength of the saturated frozen soft clay with higher water content is higher than that of frozen soft clay with lower water content and the compressive strength with higher dry density is lower than that with lower dry density.The parameters of the exponential function concerning compressive strength,temperature and strain rate are obtained.Based on the indirect tension tests on frozen soft clay in the constant temperature,the influence of constant axial pressure and load rates on tension strength is analyzed.It can be concluded that the tension pressure is weakened with the increase of the axial pressure and confining pressure.The model parameters can be gained by simulating experimental data.The tension strength increases with the increase of the load rates.