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. 2024 Aug 22;14:19478. doi: 10.1038/s41598-024-68935-1

Table 5.

Undrained cohesion and moisture content results after FTC based on the orthogonal experiment.

Runs x1
(%)
x2
(%)
x3
(mm)
x4
(times)
x5
(℃)
x6
(kPa)
yC(kPa) yω(%)
ycU ycM ycL yωU yωM yωL
0 20 90 5 − 15 30 5.3 3.6 5.8 24.2 24.2 24.6
1 28 96 35 9 − 5 50 6.4 3.3 3.3 27.3 27.6 27.6
2 28 93 30 7 − 10 40 5.3 3.6 3.4 25.7 25.9 26.6
3 28 90 25 5 − 15 30 6.5 4.3 6.6 23.2 24.6 24.2
4 28 87 20 3 − 20 20 6.0 7.6 7.0 22.7 22.1 22.4
5 28 84 15 1 − 25 10 8.6 8.1 7.6 23.1 22.5 22.8
6 24 96 30 5 − 20 10 5.3 3.3 3.3 25.2 25.6 25.2
7 24 93 25 3 − 25 50 7.7 8.1 7.6 25.4 24.7 25.3
8 24 90 20 1 − 5 40 7.9 9.7 8.9 23.1 23.0 23.1
9 24 87 15 9 − 10 30 5.3 4.6 4.4 24.9 26.5 26.8
10 24 84 35 7 − 15 20 5.6 5.1 3.1 26.2 26.5 26.8
11 20 96 25 1 − 10 20 6.4 7.5 6.4 23.7 23.3 23.7
12 20 93 20 9 − 15 10 5.6 4.7 4.5 24.9 26.4 26.5
13 20 90 15 7 − 20 50 5.3 5.0 4.9 25.8 25.9 27.3
14 20 87 35 5 − 25 40 7.6 5.4 7.0 24.3 24.6 24.4
15 20 84 30 3 − 5 30 5.3 5.0 5.1 22.6 22.4 22.5
16 16 96 20 7 − 25 30 9.8 8.4 8.3 23.6 25.5 25.8
17 16 93 15 5 − 5 20 8.5 7.4 6.3 24.8 25.2 25.9
18 16 90 35 3 − 10 10 6.5 10.2 8.5 24.8 23.9 24.2
19 16 87 30 1 − 15 50 6.5 7.5 6.6 25.7 25.1 25.7
20 16 84 25 9 − 20 40 5.2 3.2 3.0 24.8 26.4 26.6
21 12 96 15 3 − 15 40 6.5 8.5 7.1 23.2 23.0 23.2
22 12 93 35 1 − 20 30 6.4 6.3 6.3 22.5 21.1 21.3
23 12 90 30 9 − 25 20 9.7 8.2 7.8 25.3 26.4 27.8
24 12 87 25 7 − 5 10 7.7 7.2 5.9 24.8 25.6 25.7
25 12 84 20 5 − 10 50 6.4 4.2 4.1 23.5 24.0 25.4

where, x1 is initial moisture content, %; x2 is compaction degree, %; x3 is reinforced spacing, mm; x4 is number of FTC, times; x5 is freezing temperature, ℃; x6 is effective vertical stress, kPa; ycU, ycM and ycL are the undrained cohesion of the upper, middle and lower parts of the clay after FTC, kPa; yωU, yωM and yωL are the moisture content of the upper, middle and lower parts of the clay after FTC, %; There is no geogrid reinforcement of Run 0.