Table 3:
Non-lateral confined compressive strength.
Grouting type
Non-lateral compressive strength (MPa)
3(d)
7(d)
14(d)
28(d)
Cement-sodium silicate slurry (0.8:1)
5.325
6.760
10.614
8.301
Optimized composite slurry (Group 3)
1.814
2.097
2.851
5.085