Table R1 Collection of laboratory data of cyclic tests on low-plasticity fine-grained soils
(Differently with Table 1 in the manuscript, void ratios, number of loading cycles, CSRs before and after correction are included. )
Soil Material / Soil Type / LL / PI / Fines Content(%) / Spec. Prep. / Test Type / f (Hz) / σ'c or σ'v0 (kPa) / e / Cyclic Failure Criteria / N / Raw CSR / CSR / Reference
Adapazari Soil / ML, CL / Close to the A line, PI<12 / > 35 / UD / TX / 1 / 40 / 0.75-1.00 / S.A.ε = 3% / 4 / 0.59 / 0.490 / [2]
4 / 0.475 / 0.395
5 / 0.465 / 0.386
6 / 0.487 / 0.405
8.2 / 0.365 / 0.303
14 / 0.372 / 0.309
30 / 0.36 / 0.299
38 / 0.365 / 0.303
70 / 0.26 / 0.216
400 / 0.24 / 0.199
Close to the A line, 12< PI < 18 / 8 / 0.595 / 0.494
21 / 0.48 / 0.399
27 / 0.365 / 0.303
42 / 0.365 / 0.303
245 / 0.28 / 0.233
300 / 0.265 / 0.220
Close to the A line, PI<12 / 50 / 1.9 / 0.595 / 0.529
2.8 / 0.586 / 0.521
3.8 / 0.5 / 0.444
4.7 / 0.496 / 0.441
4.7 / 0.49 / 0.435
5.2 / 0.477 / 0.424
4.8 / 0.38 / 0.338
7.6 / 0.4 / 0.355
11 / 0.395 / 0.351
13.5 / 0.38 / 0.338
14 / 0.38 / 0.338
16 / 0.38 / 0.338
21 / 0.38 / 0.338
23 / 0.385 / 0.342
57 / 0.275 / 0.244
67 / 0.28 / 0.249
Close to the A line, 12< PI < 18 / 6.2 / 0.477 / 0.424
14 / 0.391 / 0.347
18 / 0.385 / 0.342
17 / 0.486 / 0.432
27 / 0.487 / 0.433
130 / 0.385 / 0.342
565 / 0.276 / 0.245
Loessial Soil / ML / 34 / 10 / 93-98 / UD / TX / 1 / 69 / 0.799 / D.A. ε = 5% / 180 / 0.137 / 0.137 / [7]
0.769 / 82 / 0.189 / 0.181
0.818 / 45 / 0.223 / 0.228
0.740 / 27 / 0.255 / 0.236
0.780 / 7 / 0.328 / 0.320
0.738 / 5 / 0.382 / 0.352
0.758 / 4 / 0.435 / 0.412
0.752 / 2 / 0.481 / 0.452
103 / 0.734 / 230 / 0.139 / 0.128
0.795 / 93 / 0.182 / 0.181
0.774 / 38 / 0.223 / 0.216
0.784 / 21 / 0.293 / 0.287
0.780 / 11 / 0.328 / 0.320
0.799 / 10 / 0.385 / 0.385
0.786 / 6 / 0.421 / 0.413
0.789 / 3 / 0.475 / 0.469
138 / 0.751 / 193 / 0.145 / 0.136
0.740 / 90 / 0.192 / 0.178
0.734 / 44 / 0.239 / 0.219
0.758 / 19 / 0.286 / 0.271
0.756 / 10 / 0.345 / 0.326
0.765 / 6 / 0.387 / 0.370
0.763 / 5 / 0.435 / 0.415
0.799 / 3 / 0.481 / 0.480
Laterite Tailing / CL / 34 / 12 / 100 / UD / DSS / 0.1 / 100 / 1.390 / γ = 3.75% / 4 / 0.245 / 0.619 / [12]
1.324 / 7 / 0.225 / 0.541
1.451 / 8 / 0.193 / 0.509
1.374 / 22 / 0.153 / 0.382
1.427 / 76 / 0.112 / 0.290
Copper-gold Tailing / ML / 27 / 0 / 97.0 / 100 / 0.556 / 43 / 0.13 / 0.131
8.5 / 0.556 / 50 / 0.155 / 0.157
12.1 / 0.556 / 29 / 0.19 / 0.192
16.6 / 0.556 / 5 / 0.25 / 0.253
Copper-gold-zinc Tailings / ML / 19 / 2 / 96.9 / 347 / 0.980 / 20 / 0.124 / 0.321
93.6 / 181 / 1.180 / 16 / 0.125 / 0.320
100.0 / 265 / 1.170 / 13 / 0.128 / 0.364
100.0 / 253 / 1.080 / 13 / 0.128 / 0.332
100.0 / 338 / 1.040 / 13 / 0.127 / 0.346
100.0 / 144 / 0.730 / 13 / 0.11 / 0.163
97.6 / 223 / 1.090 / 14 / 0.13 / 0.327
100.0 / 147 / 0.640 / 9 / 0.107 / 0.140
84.0 / 461 / 0.690 / 15 / 0.117 / 0.232
56.9 / 209 / 0.540 / 12 / 0.112 / 0.137
96.9 / 352 / 0.867 / 14 / 0.121 / 0.278
99.1 / 248 / 1.129 / 21 / 0.126 / 0.339
88.6 / 149 / 0.580 / 29 / 0.11 / 0.131
62.7 / 452 / 0.493 / 24 / 0.12 / 0.169
99.4 / 357 / 1.004 / 18 / 0.121 / 0.323
100.0 / 183 / 0.890 / 9 / 0.128 / 0.248
100.0 / 236 / 1.432 / 11 / 0.137 / 0.461
96.7 / 295 / 1.107 / 9 / 0.137 / 0.381
90.7 / 115 / 0.770 / 13 / 0.125 / 0.182
94.7 / 314 / 0.658 / 17 / 0.129 / 0.217
21 / 1 / 97.6 / 100 / 0.862 / 13 / 0.19 / 0.298
97.6 / 100 / 0.870 / 23 / 0.115 / 0.182
97.6 / 250 / 0.840 / 15 / 0.125 / 0.251
Clay Silt / ML / 16.50 / UD / TX / 0.2 / 150 / 0.647 / D.A. ε = 5% / 154 / 0.25 / 0.243 / [20]
150 / 0.640 / 14 / 0.3 / 0.288
150 / 0.644 / 4 / 0.4 / 0.387
22 / 5 / 51 / 200 / 0.474 / 37 / 0.3 / 0.233
22 / 5 / 200 / 0.482 / 15 / 0.35 / 0.276
32 / 8 / 88 / 300 / 0.558 / 77 / 0.2 / 0.206
32 / 8 / 300 / 0.543 / 10 / 0.25 / 0.251
32 / 8 / 300 / 0.544 / 6 / 0.3 / 0.301
34 / 9 / 74 / 200 / 0.650 / 56 / 0.25 / 0.266
34 / 9 / 200 / 0.657 / 3 / 0.35 / 0.376
50 / 15 / 92 / 200 / 0.914 / 45 / 0.3 / 0.449
30 / 6.5 / 100 / 200 / 0.603 / 275 / 0.25 / 0.247
30 / 6.5 / 200 / 0.597 / 60 / 0.3 / 0.293
Fraser River Delta Silt / ML / 30.4 / 4 / 90 / UD / DSS / 0.1 / 92.4 / 0.921 / γ = 3.75% / 200 / 0.1 / 0.167 / [21]
101 / 0.969 / 143 / 0.14 / 0.246
103 / 0.892 / 8 / 0.17 / 0.275
97.2 / 0.884 / 4 / 0.2 / 0.321
101 / 0.990 / 1 / 0.29 / 0.522
84.9 / 0.945 / 81 / 0.15 / 0.258
85 / 0.985 / 2 / 0.25 / 0.447
87.2 / 0.981 / 1 / 0.29 / 0.517
199 / 0.900 / 13 / 0.15 / 0.245
200 / 0.855 / 3 / 0.2 / 0.311
199 / 0.882 / 164 / 0.11 / 0.176
Mississippi River Valley Silt / ML / 30 / 6 / SC / TX / 0.1 / 35 / 0.816 / D.A. ε = 5% / 0.678 / 0.45 / 0.365 / [9]
35 / 0.824 / 1.7 / 0.35 / 0.287
70 / 0.798 / 0.63 / 0.45 / 0.440
70 / 0.784 / 0.7 / 0.35 / 0.336
70 / 0.773 / 1.3 / 0.3 / 0.284
105 / 0.772 / 0.24 / 0.45 / 0.480
105 / 0.768 / 0.15 / 0.35 / 0.372
30 / 35 / 0.814 / 0.72 / 0.45 / 0.364
35 / 0.818 / 1.25 / 0.35 / 0.285
35 / 0.779 / 4.75 / 0.3 / 0.232
30 / 35 / 0.764 / 0.75 / 0.45 / 0.342
35 / 0.760 / 1.7 / 0.35 / 0.265
35 / 0.751 / 3.75 / 0.3 / 0.224
Fraser River Delta Silt / ML / 30.4 / 4 / 90 / SC / DSS / 0.1 / 97.3 / 0.853 / γ = 3.75% / 3 / 0.14 / 0.217 / [21]
103 / 0.866 / 29 / 0.1 / 0.157
96.8 / 0.852 / 9 / 0.12 / 0.186
101 / 0.843 / 14 / 0.12 / 0.184
Quartz Rock Powder / ML / 0 / ~94.5 / SC / DSS / 0.1 / 95.9 / 0.790 / γ = 3.75% / 17 / 0.12 / 0.172
96.8 / 0.799 / 8 / 0.12 / 0.174
99.7 / 0.787 / 6 / 0.12 / 0.172
98.8 / 0.788 / 8 / 0.12 / 0.172
Lime-stone Power / ML / 24 / 6 / ~ 88 / SC / TX / 0.1 / 100 / 0.600 / D.A. ε = 5% / 78.1 / 0.109 / 0.089 / [22]
76.2 / 0.124 / 0.101
36.6 / 0.134 / 0.110
21.6 / 0.150 / 0.122
13.8 / 0.181 / 0.148
9.8 / 0.197 / 0.161
5.7 / 0.221 / 0.180
Mississippi River Valley Silt / ML / 28.1 / 5.8 / 94.5 / SC / 90 / 0.682 / D.A. ε = 5% / 0.78 / 0.35 / 0.315 / [23]
90 / 0.676 / 0.75 / 0.35 / 0.312
90 / 0.680 / 1.78 / 0.25 / 0.224
90 / 0.681 / 32.77 / 0.18 / 0.162
90 / 0.661 / 30.2 / 0.18 / 0.157
90 / 0.669 / 25.2 / 0.18 / 0.159
90 / 0.665 / 29.7 / 0.18 / 0.158
28.9 / 6.2 / 94.6 / 90 / 0.660 / 158 / 0.18 / 0.157
90 / 0.677 / 121 / 0.18 / 0.161
90 / 0.648 / 4.1 / 0.25 / 0.214
90 / 0.629 / 0.7 / 0.35 / 0.291
CL / 32.7 / 9.4 / 94.8 / 90 / 0.690 / 405.2 / 0.18 / 0.164
90 / 0.688 / 10.3 / 0.25 / 0.227
90 / 0.685 / 0.8 / 0.35 / 0.316
Note: UD – undisturbed sampling; SC – slurry consolidation; CTX – cyclic triaixal test; CDSS – direct simple shear test; D.A.ε – double axial strain; S. A. ε – single axial strain; γ – shear strain; f – frequency; σ'c – effective consolidation pressure for cyclic triaxial tests; σ'v0 - vertical overburden pressure for cyclic simple shear tests; e – void ratio after consolidation; N – number of loading cycles at the cyclic failure; Raw CSR – cyclic stress ratio before correction; CSR – cyclic stress ratio after being normalized.