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借助于英国产GDS三轴仪的高级加载模块,对某滑坡滑带土进行了一系列松弛试验,对松弛曲线进行了函数分析拟合,建立松弛模型。通过对模型与试验数据的对比分析和验证,表明该模型能够很好的模拟滑带土的松弛特性。
With the help of the advanced loading module of the British GDS triaxial apparatus, a series of relaxation tests were carried out on a landslide slippery soil. The relaxation curve was functionally fitted and fitted to establish a relaxation model. By comparing and verifying the model with the experimental data, it is shown that the model can simulate the relaxation characteristics of the sliding zone soil well.