1 Introduction
2 Experimental Methods
2.1 Compression Tests of Putty-Based Composite Rubber Strip Under Constraint
2.2 Compression Tests to Design the Joint Interface of Precast Concrete Segment
2.3 Laboratory Waterproofing Tests Using Putty-Based Composite Rubber Strip
2.4 Full-Scale Waterproofing Tests of Tunnel Joints
3 Results and Discussion
3.1 Compression Tests of Putty-Based Composite Rubber Strip Under Constraint
3.2 Compression Tests to Design the Joint Interface of Precast Concrete Segment
4 mm | 6 mm | |
---|---|---|
E0 (N/mm2) | 1.01 | 1.12 |
Eh (N/mm2) | 45.17 | 38.00 |
δi (%) | 24.48 | 20.36 |
(P/L)i (kN/m) | 1.25 | 1.25 |
δu (%) | 80.6 | 69.6 |
(P/L)u(kN/m) | 80 | 70 |
δ0 (mm) | 74.76 | 63.6 |
(P/L)0 (kN/m) | 13.95 | 13.36 |
3.3 Laboratory Waterproofing Tests
3.4 Full-Scale Waterproofing Tests
Post-tensioning steps | ID of post-tensioning bar | Stress at 1st pressure gauge (MPa) | Stress at 2nd pressure gauge (MPa) | Post-tensioning tensile force (kN) |
---|---|---|---|---|
1 | 1,6 | 20.7 | 20.1 | 100 |
2 | 3,4 | 20.7 | 20.1 | 100 |
3 | 2,5 | 20.7 | 20.1 | 100 |
4 | 1,6 | 29 | 28.2 | 140 |
5 | 3,4 | 29 | 28.2 | 140 |
6 | 2,5 | 29 | 28.2 | 140 |
7 | 1,6 | 37.27 | 36.26 | 180 |
8 | 3,4 | 37.27 | 36.26 | 180 |
9 | 2,5 | 37.27 | 36.26 | 180 |
Post-tensioning step | Width of the joints (mm) | Mean value (mm) | |||
---|---|---|---|---|---|
Joint1 | Joint 2 | Joint 3 | Joint 4 | ||
Initial value | 20.26 | 19.06 | 23.58 | 24.51 | 21.85 |
3 | 14.63 | 14.11 | 11.74 | 13.98 | 13.62 |
6 | 12.73 | 12.36 | 9.14 | 9.68 | 10.98 |
9 | 10.10 | 8.28 | 7.13 | 6.76 | 8.06 |