冻融循环对重塑碳酸盐渍土不排水强度影响研究
王中攀, 丁黔, 陈克政, 杨扬, 张晓东, 丁琳, 柳艳杰

Effect of freeze-thaw cycles on undrained strength of remoulded saline-alkali soil
Zhongpan WANG, Qian DING, Kezheng CHEN, Yang YANG, Xiaodong ZHANG, Lin DING, Yanjie LIU
表3 模型参数取值
Table 3 Values of model parameters
冻融循环次数N/次Ducan-Chang模型参数围压/kPa
50100200300
0a0.02680.02410.01930.0184
b0.00750.00710.00710.0068
Ei/kPa3 731.344 149.385 181.355 434.78
σ1-σ3ult133141141147
Rf0.7800.7810.8240.843
R20.99500.99530.99720.9988
3a0.07310.06440.05700.0405
b0.01410.01340.01210.0115
Ei/kPa1 367.991 552.801 754.392 469.14
σ1-σ3ult71758387
Rf0.7190.7370.7500.759
R20.98330.98630.99240.9891
5a0.08640.07850.07590.0768
b0.01440.01420.01360.0118
Ei/kPa1 157.411 273.891 317.521 302.08
σ1-σ3ult69707485
Rf0.6770.7100.7210.673
R20.98850.98510.99040.9955

7

a0.09810.09840.09160.0907
b0.02090.02020.01840.0163
Ei/kPa1 019.371 016.261 091.701 102.54
σ1-σ3ult48505461
Rf0.7420.7470.7300.717
R20.99640.99670.99450.9953